HIGH-STRENGTH STEEL SHEET HAVING EXCELLENT MOLDABILITY AND IMPACT RESISTANCE, AND METHOD FOR MANUFACTURING HIGH-STRENGTH STEEL SHEET HAVING EXCELLENT MOLDABILITY AND IMPACT RESISTANCE

Abstract

A high-strength steel sheet includes a chemical composition including: by mass %, C: 0.080 to 0.500%, Si: 2.50% or less, Mn: 0.50 to 5.00%, P: 0.100% or less, S: 0.0100% or less, Al: 0.001 to 2.500%, N: 0.0150% or less, O: 0.0050% or less, and the balance: Fe and inevitable impurities. The high-strength steel sheet satisfying a predetermined formula has a microstructure in a region from ⅛t to ⅜t from a steel sheet surface. The microstructure includes: by volume %, 20% or more of acicular ferrite, 20% or more of an island-shaped hard structure including residual austenite, 2% to 25% of residual austenite, and 20% or less of aggregated ferrite.

Description

TECHNICAL FIELD

The present invention relates to a high-strength steel sheet excellent in formability and impact resistance, and a manufacturing method of a high-strength steel sheet excellent in formability and impact resistance.

BACKGROUND

In recent years, a high-strength steel sheet has been often used in an automobile for reducing a weight of a vehicle body to improve a fuel efficiency and reduce carbon dioxide emission, and absorbing collision energy in an event of collision to ensure protection and safety of a passenger.

However, in general, when the strength of a steel sheet is increased, the formability (e.g., ductility, hole expandability) decreases to cause the steel sheet to be difficult to process into a complicated shape. Since it is thus not easy to attain both the formability (e.g., ductility, hole expandability) and impact resistance, various techniques have been proposed so far.

For instance, Patent Literature 1 discloses a high-strength steel sheet having a tensile strength of 780 MPa or more in which a strength-elongation balance and strength-formability for extension flange are improved by defining a steel sheet structure in which, by a space factor, ferrite is from 5 to 50%, residual austenite is 3% or less, and the balance is martensite (an average aspect ratio of 1.5 or more).

Patent Literature 2 discloses a technique of forming a composite structure including ferrite with an average crystal grain diameter of 10 μm or less, martensite of 20 volume % or more, and a second phase in a high-tensile hot-dip galvanized steel sheet, thereby improving corrosion resistance and secondary work brittleness resistance.

Patent Literatures 3 and 8 each disclose a technique of forming a metal structure of a steel sheet in a composite structure of ferrite (soft structure) and bainite (hard structure), thereby securing a high elongation even with a high strength.

Patent Literatures 4 discloses a technique of forming a composite structure in which, in a space factor, ferrite accounts for 5 to 30%, martensite accounts for 50 to 95%, ferrite has an average grain size of a 3-μm-or-ess equivalent circle diameter, and martensite has an average grain size of a 6-μm-or-ess equivalent circle diameter, thereby improving elongation and elongation flangeability in a high-strength steel sheet.

Patent Literatures 5 discloses a technique of attaining both strength and elongation at a phase interface at which a main phase is a precipitation strengthened ferrite precipitated by controlling a precipitation distribution by a precipitation phenomenon (interphase interfacial precipitation) that occurs mainly due to intergranular diffusion during transformation from austenite to ferrite.

Patent Literature 6 discloses a technique of forming a steel sheet structure in a ferrite single phase and strengthening ferrite with fine carbides, thereby attaining both strength and elongation. Patent Literature 7 discloses a technique of attaining elongation and hole expandability by setting 50% or more of austenite grains having a required carbon concentration at an interface between austenite grains and ferrite phase, bainite phase, and martensite phase in a high-strength thin steel sheet.

In recent years, it has been attempted to use a high-strength steel having 590 MPa or more in order to significantly reduce a weight of an automobile and improve impact resistance. However, improvement in formability is difficult with a typical technique. Accordingly, there is a demand for a high-strength steel having 590 MPa or more and an excellent (e.g., formability, ductility and hole expandability).

CITATION LIST

Patent Literature(s)

• Patent Literature 1: JP2004-238679A
• Patent Literature 2: JP2004-323958A
• Patent Literature 3: JP2006-274318A
• Patent Literature 4: JP2008-297609A
• Patent Literature 5: JP2011-225941A
• Patent Literature 6: JP2012-026032A
• Patent Literature 7: JP2011-195956A
• Patent Literature 8: JP2013-181208A

SUMMARY OF THE INVENTION

Problem(s) to be Solved by the Invention

In light of the demand of improving formability in a high-strength steel sheet with the maximum tensile strength (TS) of 590 MPa or more for attaining a weight reduction in an automobile and impact resistance, an object of the invention is to improve formability in a high-strength steel sheet (including a galvanized steel sheet, zinc-alloy plated steel sheet, galvannealed steel sheet, and galvannealed alloy steel sheet) with TS of 590 MPa or more, and to provide a high-strength steel sheet for solving this problem and a manufacturing method of a high-strength steel sheet excellent in formability and impact resistance.

Means for Solving the Problem(s)

The inventors have diligently studied a solution to the above problem. As a result, the inventors have found that a microstructure having an excellent formability as well as both of a high strength and impact resistance can be formed in a steel sheet after a heat treatment by defining a microstructure of a material steel sheet (steel sheet for heat treatment) as a lath structure containing a predetermined carbide and by performing a required heat treatment.

The invention has been made based on the above findings, and the gist thereof is as follows.

1. A high-strength steel sheet excellent in formability and impact resistance has a chemical composition including: by mass %,

C in a range from 0.080 to 0.500%;Si of 2.50% or less;Mn in a range from 0.50 to 5.00%;P of 0.100% or less;S of 0.0100% or less;Al in a range from 0.001 to 2.000%;N of 0.0150% or less;O of 0.0050% or less; andthe balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),

the high-strength steel sheet having a micro structure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a steel sheet surface, the micro structure including: by volume %,

20% or more of acicular ferrite;

20% or more of an island-shaped hard structure including one or more of martensite, tempered martensite, and residual austenite;

the residual austenite in a range from 2% to 25%;

20% or less of aggregated ferrite; and

5% or less of pearlite and/or cementite in total,

in the island-shaped hard structure, an average aspect ratio of a hard region having an equivalent circle diameter of 1.5 μm or more is 2.0 or more, and an average aspect ratio of a hard region having an equivalent circle diameter of less than 1.5 μm is less than 2.0, and

an average of a number density per unit area (hereinafter also simply referred to as “the number density”) of the hard region having the equivalent circle diameter of less than 1.5 μm is equal to or more than 1.0×10¹⁰ pieces·m⁻², and when the number density of the island-shaped hard structure in an area of at least 5.0×10^0-10 m² in each of three view fields is obtained, a ratio between a maximum number density and a minimum number density thereof is 2.5 or less,

[Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]≥1.00  (1)

[element]: mass % of each element.

2. In the high-strength steel sheet excellent in formability and impact resistance according to the above aspect, the chemical composition further includes: by mass %, one or more of Ti of 0.300% or less; Nb of 0.100% or less; and V of 1.00% or less.

3. In the high-strength steel sheet excellent in formability and impact resistance according to the above aspect, the chemical composition further includes: by mass %, one or more of Cr of 2.00% or less, Ni of 2.00% or less, Cu of 2.00% or less, Mo of 1.00% or less, W of 1.00% or less, and B of 0.0100% or less.

4. In the high-strength steel sheet excellent in formability and impact resistance according to the above aspect, the chemical composition further includes: by mass %, one or more of Sn of 1.00% or less, and Sb of 0.200% or less.

5. In the high-strength steel sheet excellent in formability and impact resistance according to the above aspect, the chemical composition further includes: by mass %, one or more of Ca, Ce, Mg, Zr, La, Hf, and REM being 0.0100% or less in total.

6. In the high-strength steel sheet excellent in formability and impact resistance according to the above aspect, the high-strength steel sheet includes a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet.

7. In the high-strength steel sheet excellent in formability and impact resistance according to the above aspect, the galvanized layer or the zinc alloy plated layer is an alloyed plated layer.

8. A method of manufacturing the high-strength steel sheet excellent in formability and impact resistance according to the above aspect includes: a hot rolling process of heating cast slab having the components according to the above aspect to a temperature in a range from 1080 degrees C. to 1300 degrees C., and subsequently subjecting the cast slab to hot rolling, where hot rolling conditions in a temperature region from a maximum heating temperature to 1000 degrees C. satisfy a formula (A) and a hot rolling completion temperature falls in a range from 975 degrees C. to 850 degrees C.;

a cooling process in which cooling conditions applied from the completion of the hot rolling to 600 degrees C. satisfy a formula (2) that represents sum of transformation progress degrees in 15 temperature regions obtained by equally dividing a temperature region ranging from the hot rolling completion temperature to 600 degrees C., and a temperature history that is measured by every 20 degrees C. from a time when 600 degrees C. is reached to a time when an intermediate heat treatment below is started satisfies the formula (3);

a cold rolling process of cold rolling at a rolling reduction of 80% or less; and

an intermediate heat treatment process comprising: heating the cold-rolled cast slab to a temperature in a range from (Ac3−30) degrees C. to (Ac3+100) degrees C. at an average heating rate of at least 30 degrees C. per second in a temperature region ranging from 650 degrees C. to (Ac3−40) degrees C.; limiting a dwell time in a temperature region ranging from the heating temperature to (maximum heating temperature−10) degrees C. to 100 seconds or less, and subsequently cooling the cast slab from the heating temperature at an average cooling rate of at least 30 degrees C. per second in a temperature region ranging from 750 degrees C. to 450 degrees C.;

and performing a main heat treatment process including:

heating the steel sheet for heat treatment to a temperature ranging from (Ac1+25) degrees C. to an Ac3 point so that a temperature history from 450 degrees C. to 650 degrees C. satisfies a formula (B) below and subsequently a temperature history from 650 degrees C. to 750 degrees C. satisfies a formula (C) below;

retaining the steel sheet for heat treatment for 150 seconds or less at the heating temperature;

cooling the steel sheet for heat treatment from the heating retention temperature to a temperature region ranging from 550 degrees C. to 300 degrees C. at an average cooling rate of at least 10 degrees C. per second in a temperature region from 700 degrees C. to 550 degrees C.;

limiting a dwell time in the temperature region from 550 degrees C. to 300 degrees C. to 1000 secondes or less, and

setting dwell conditions in the temperature region from 550 degrees C. to 300 degrees C. to satisfy a formula (4) below.

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}1\right]\sum _{i=1}^n\left[A·\frac{h_i-h_{i-1}}{h_i}·\exp \left(-\frac{B}{T_i+273}\right)·t^{0.5}\right]\geqq 1.00& \left(A\right)\end{array}$

n: rolling pass number up to 1000 degrees C. after removal from the heating furnaceh_i: finishing sheet thickness [mm] after i-passT_i: rolling temperature [degrees C.] at the i passt_i: elapsed time [seconds] after the rolling at the i pass to an (i+1) passA=9.11×10⁷, B=2.72×10⁴: constant value

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}2\right](\sum _{n=1}^{15}[\frac{1.88\times 10^2}{\begin{array}{c}1+17\mathrm{Ti}+51\mathrm{Nb}+\\ 3.3\sqrt{\mathrm{Mo}}+35\sqrt{B}\end{array}}·\exp \hspace{1em}{\left\{36.1-\left(0.0424-0.0027n\right)\mathrm{Tf}-1.64n-14.4C+\hspace{1em}0.62\mathrm{Si}\hspace{1em}-\hspace{1em}1.36\mathrm{Mn}+0.82\mathrm{Al}-0.62\mathrm{Cr}-0.62\mathrm{Ni}-\hspace{1em}\frac{2.85\times 10^4}{\begin{array}{c}253+(1.033-\\ 0.067n)Tf+40n\end{array}}\}·{t\left(n\right)}^{0.25}]\right)}^{0.333}\le 1.00\hspace{1em}& \left(2\right)\end{array}$

t(n): dwell time in the n-th temperature region

element symbol: mass % of the element

Tf: hot rolling completion temperature [degrees C.]

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}3\right]1.00\le {\left[\frac{T_n·\left\{{\log }_{10}\left(t_n\right)+C\right\}}{1.50\times {10}^4}\right]}^2\le 1.50t_1=\Delta t_1\left(n=1\right)t_n=\Delta t_n+\frac{T_{n-1}}{T_n}·\left\{{\log }_{10}\left(t_{n-1}\right)+C\right\}\left(n>1\right)C=20.00-1.28·{\mathrm{Si}}^{0.5}-0.13·{\mathrm{Mn}}^{0.5}-0.47·{\mathrm{Al}}^{0.5}-1.20·\mathrm{Ti}-2.50·\mathrm{Nb}-0.82·{\mathrm{Cr}}^{0.5}-1.70·{\mathrm{Mo}}^{0.5}& \left(3\right)\end{array}$

T_n: an average steel sheet temperature [degrees C.] from the (n−1)th calculation time point to the n-th calculation time point

t_n: effective total time [hour] for carbide growth at time of the n-th calculation

Δt_n: an elapsed time [hour] from the (n−1)th calculation time point to the n-th calculation time point

C: parameters related to a growth rate of carbides (element symbol: mass % of element)

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}4\right]& \\ a_0=1.00a_n=\frac{F}{C_n}·{t_n}^{\left(\frac{1}{K}\right)}+{10}^{\left(\frac{354+5n}{359+5n}·{\log }_{10}{a}_{n-1}\right)}K+{\log }_{10}{a}_{20}\le 3.20C_n:\left\{1.28+34·{\left(1-\frac{89+2n}{130}\right)}^2\right\}·{\mathrm{Si}}^{0.5}+0.13·{\mathrm{Mn}}^{0.5}+0.47·{\mathrm{Al}}^{0.5}+0.82·{\mathrm{Cr}}^{0.5}+1.70·{\mathrm{Mo}}^{0.5}& \left(B\right)\end{array}$

each element of the chemical composition represents an added amount [mass %]

F: constant value, 2.57t_n: elapsed time [second] from (440+10n) degrees C. to (450+10n) degrees C.K: a value of a middle side of the formula (3)

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}5\right]& \\ 1.00\le \sum _{n=1}^{10}\frac{M}{N+P}·\exp \left(-\frac{Q}{918+10n}\right)·{t_n}^{0.5}\le 5.00& \left(C\right)\end{array}$

M: constant, 5.47×10¹⁰ N: a value of the left side of the formula (B)

P: 0.38Si+0.64Cr+0.34Mo

each element of the chemical composition represents an added amount [mass %]

Q: 2.43×10⁴

t_n: elapsed time [second] from (640+10n) degrees C. to (650+10n) degrees C.

$\begin{array}{cc}\left[\mathrm{Numercial}\mathrm{Formula}6\right]& \\ [\sum _{n=1}^{10}1.29\times 10^2·\left\{\mathrm{Si}+0.9\mathrm{Al}·{\left(\frac{T\left(n\right)}{550}\right)}^2+0.3\left(\mathrm{Cr}+1.5\mathrm{Mo}\right)·\frac{T\left(n\right)}{550}\right\}·\hspace{1em}\hspace{1em}{\hspace{1em}{\left(B_s-T\left(n\right)\right)}^3·\exp \left(-\frac{1.44\times {10}^4}{T\left(n\right)+273}\right)·t^{0.5}]}^{-1}\le 1.00& \left(4\right)\end{array}$

T(n): an average temperature of the steel sheet in an n-th time zone obtained by equally dividing the dwell time into 10 parts

Bs point (degrees C.)=611-33[Mn]−17[Cr]−17[Ni]−21[Mo]−11[Si]+30[Al]+(24[Cr]+15[Mo]+5500[B]+240[Nb])/(8[C])

[element]: mass % of each element

at Bs<T(n), (Bs−T(n))=0

t: total [seconds] of a dwell time in the temperature region from 550 degrees C. to 300 degrees C.

9. The manufacturing method according to the above aspect further includes subjecting the steel sheet for heat treatment to cold rolling at a rolling reduction of 15.0% or less before the main heat treatment process.

10. The manufacturing method according to the above aspect further includes heating the steel sheet after the main heat treatment process to a temperature in a range from 200 degrees C. to 600 degrees C. to be tempered.

11. The manufacturing method according to the above aspect further includes subjecting the steel sheet after the main heat treatment process or the tempered steel sheet to skin pass rolling at a rolling reduction of 2.0% or less.

12. A method according to the above aspect for manufacturing the high-strength steel sheet according to the above aspect includes:

immersing the high-strength steel sheet excellent in formability and impact resistance in the manufacturing method according to the above aspect in a plating bath including zinc as a main component to form the galvanized layer or the zinc alloy plated layer on one surface or both surfaces of the steel sheet.

13. The method according to the above aspect for manufacturing the high-strength steel sheet according to the above aspect includes:

immersing the high-strength steel sheet dwelling in the temperature region in the range from 550 degrees C. to 300 degrees C. in a plating bath including zinc as a main component to form the galvanized layer or the zinc alloy plated layer on one surface or both surfaces of the steel sheet.

14. A method of manufacturing the high-strength steel sheet according to the above aspect includes:

forming, by electroplating, the galvanized layer or the zinc alloy plated layer on one surface or both surfaces of the the high-strength steel sheet excellent in formability and impact resistance in the manufacturing method according to the above aspect.

15. A method of manufacturing the high-strength steel sheet according to the above aspect includes:

forming, by electroplating, the galvanized layer or the zinc alloy plated layer on one surface or both surfaces of the the high-strength steel sheet excellent in formability and impact resistance in the manufacturing method according to the above aspect.

16. The method according to the above aspect for manufacturing the high-strength steel sheet according to the above aspect includes:

heating the galvanized layer or the zinc alloy plated layer to a temperature in a range from 400 degrees C. to 600 degrees C. to apply an alloying treatment to the the galvanized layer or the zinc alloy plated layer.

According to the above aspects of the invention, a high-strength steel sheet excellent in formability and impact resistance can be provided.

BRIEF DESCRIPTION OF DRAWINGS

FIG. 1 schematically shows a manufacturing method of a high-strength steel sheet excellent in formability and impact resistance.

FIG. 2A is an image illustration of a structure of a steel of the invention.

FIG. 2B is an image illustration of a structure of a general high-strength composite structure steel as a comparative steel.

FIG. 2C is an image illustration of a structure of a comparative steel (e.g., Patent Literature 1) relating to a high-strength composite structure steel having improved properties.

DESCRIPTION OF EMBODIMENT(S)

In order to manufacture a high-strength steel sheet having excellent formability and impact resistance according to an exemplary embodiment of the invention, it is necessary to manufacture a steel sheet for heat treatment (hereinafter, occasionally referred to as a “steel sheet a”) and subject the steel sheet for heat treatment to a heat treatment. The steel sheet for heat treatment has a chemical composition including, by mass %, C in a range from 0.080 to 0.500%; Si of 2.50% or less; Mn in a range from 0.50 to 5.00%; P of 0.100% or less; S of 0.010% or less; Al in a range from 0.010 to 2.000%; N of 0.0015% or less; O of 0.0050% or less; and the balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),

the high-strength steel sheet having a micro structure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a surface of the steel sheet, the micro structure comprising: by volume %,

80% or more of a lath structure including one or more of martensite, tempered martensite, bainite, and bainitic ferrite and having at least 1.0×10¹⁰ pieces per m² of carbides each having an equivalent circle diameter of 0.3 μm or more.

[Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]≥1.00  (1)

[element]: mass % of each element

A high-strength steel sheet according to an exemplary embodiment of the invention (hereinafter, occasionally referred to as “the present steel sheet A”) excellent in formability and impact resistance has a chemical composition including: by mass %, C in a range from 0.080 to 0.500%; Si of 2.50% or less; Mn in a range from 0.50 to 5.00; P of 0.100% or less; S of 0.010% or less; Al in a range from 0.010 to 2.000%; N of 0.0015% or less; O of 0.0050% or less; and the balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),

the high-strength steel sheet comprising a micro structure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a surface of the steel sheet, the micro structure including: by volume %,

acicular ferrite of 20% or more;

20% or more of an island-shaped hard structure including one or more of martensite, tempered martensite, and residual austenite,

2% to 25% of the residual austenite;

aggregated ferrite of 20% or less;

in the island-shaped hard structure, an average aspect ratio of a hard region having an equivalent circle diameter of 1.5 μm or more is 2.0 or more, and an average aspect ratio of a hard region having an equivalent circle diameter of less than 1.5 μm is less than 2.0, and

an average of a number density per unit area of the hard region having the equivalent circle diameter of less than 1.5 μm is equal to or more than 1.0×10¹⁰ pieces·m⁻², and when the number density of the island-shaped hard structure in an area of at least 5.0×10¹⁰·m² in each of three view fields is obtained, a ratio between a maximum number density and a minimum number density thereof is 2.5 or less.

[Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]1.00  (1)

[element]: mass % of each element

A high-strength steel sheet excellent in formability and impact resistance of the invention (hereinafter, occasionally referred to as “the present steel sheet A1”) includes a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the present steel sheet A.

In a high-strength steel sheet excellent in formability, toughness, and weldability of the invention (hereinafter, occasionally referred to as “the present steel sheet A2”), the galvanized layer or the zinc alloy plated layer on one surface or both surfaces of the present steel sheet A1 is an alloyed plated layer.

A manufacturing method of the above-described steel sheet for heat treatment (hereinafter, occasionally referred to as a “manufacturing method a”) is a manufacturing method of a steel sheet a.

The method includes: a hot rolling process of heating cast slab having the components of the steel sheet a to a temperature in a range from 1080 degrees C. to 1300 degrees C., and subsequently subjecting the cast slab to hot rolling, where hot rolling conditions in a temperature region from a maximum heating temperature to 1000 degrees C. satisfy the formula (A) and a hot rolling completion temperature falls in a range from 975 degrees C. to 850 degrees C.;

a cooling process in which cooling conditions applied from the completion of the hot rolling to 600 degrees C. satisfy a formula (2) that represents a sum of transformation progress degrees in 15 temperature regions obtained by equally dividing a temperature region ranging from the hot rolling completion temperature to 600 degrees C., and a temperature history that is measured by every 20 degrees C. from a time when 600 degrees C. is reached to a time when an intermediate heat treatment below is started satisfies a formula (3);

a cold rolling process of cold rolling at a rolling reduction of 80% or less; and

an intermediate heat treatment process comprising: heating the cold-rolled cast slab to a temperature in a range from (Ac3−30) degrees C. to (Ac3+100) degrees C. at an average heating rate of at least 30 degrees C. per second in a temperature region ranging from 650 degrees C. to (Ac3−40) degrees C.; limiting a dwell time in a temperature region ranging from the heating temperature to (maximum heating temperature−10) degrees C. to 100 seconds or less; and subsequently cooling the cast slab from the heating temperature at an average cooling rate of at least 30 degrees C. per second in a temperature region ranging from 750 degrees C. to 450 degrees C.

A manufacturing method of the high-strength steel sheet excellent in formability and impact resistance (hereinafter, occasionally referred to as “the present manufacturing method A”) is a manufacturing method of a steel sheet a includes: heating the steel sheet a to a temperature in a range from (Ac1+25) degrees C. to an Ac3 point so that a temperature history from 450 degrees C. to 650 degrees C. satisfies a formula (B) below and subsequently a temperature history from 650 degrees C. to 750 degrees C. satisfies a formula (C) below;

retaining the steel sheet for heat treatment for 150 seconds or less at the heating temperature;

cooling the steel sheet a from the heating retention temperature to a temperature region ranging from 550 degrees C. to 300 degrees C. at an average cooling rate of at least 10 degrees C. per second in a temperature region from 700 degrees C. to 550 degrees C.;

setting a dwell time in the temperature region from 550 degrees C. to 300 degrees C. to 1000 seconds or less; and

setting dwell conditions in the temperature region from 550 degrees C. to 300 degrees C. to satisfy a formula (4) below.

A method of manufacturing the high-strength steel sheet (hereinafter, occasionally referred to as “the present manufacturing method A1a”) excellent in formability and impact resistance is a method of manufacturing the present steel sheet A1.

The present manufacturing method A1a includes: immersing the high-strength steel sheet excellent in formability and impact resistance in the present manufacturing method A in a plating bath including zinc as a main component to form the galvanized layer or the zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet.

A method of manufacturing the high-strength steel sheet (hereinafter, occasionally referred to as “the present manufacturing method A1b”) excellent in formability and impact resistance is a method of manufacturing the present steel sheet A1.

The present manufacturing method A1b includes: immersing the steel sheet manufactured in the present manufacturing method A in a plating bath including zinc as a main component during dwelling in a range from 550 degrees C. to 300 degrees C. to form the galvanized layer or the zinc alloy plated layer on one surface or both surfaces of the steel sheet.

A method of manufacturing the high-strength steel sheet (hereinafter, occasionally referred to as “the present manufacturing method A1c”) excellent in formability and impact resistance is a method of manufacturing the present steel sheet A1.

The present manufacturing method A1c includes: forming a galvanized layer or a zinc alloy plated layer by electroplating on one surface or both surfaces of the the high-strength steel sheet excellent in formability and impact resistance in the present manufacturing method A.

A method of manufacturing the high-strength steel sheet (hereinafter, occasionally referred to as “the present manufacturing method A2”) excellent in formability and impact resistance is a method of manufacturing the present steel sheet A2.

The present manufacturing method A2 includes: heating the galvanized layer or the zinc alloy plated layer of the present steel sheet A1 to a temperature in a range from 400 degrees C. to 600 degrees C. to apply an alloying treatment to the galvanized layer or the zinc alloy plated layer.

The steel sheet a and a manufacturing method thereof (manufacturing method a), and the steel sheets A, A1 and A2 according to the exemplary embodiments of the invention (hereinafter also referred to as the present steel sheets A, A1 and A2) and manufacturing methods thereof (hereinafter also referred to as the present manufacturing methods A, A1a, A1b, A1c and A2) will be descried sequentially.

Firstly, reasons for limiting a chemical composition of the steel sheet a and the present steel sheets A, A1, and A2 (hereinafter, occasionally collectively referred to as “the present steel sheet”) will be described. % depicted with the chemical composition means mass %.

Chemical Composition

C is in a range from 0.080 to 0.500%

C is an element contributing to improving strength and impact resistance. Since an effect obtainable by adding C is not sufficient at less than 0.080% of C, C is defined to be 0.080% or more, preferably 0.100% or more, more preferably 0.140% or more.

On the other hand, since a foundry slab becomes embrittled to be susceptible to cracking and productivity is significantly lowered at more than 0.500% of C, C is defined to be 0.500% or less.

Further, since a large amount of C deteriorates weldability, in order to secure a favorable spot weldability, C is preferably 0.350% or less, more preferably 0.250% or less.

Si is 2.50% or less.

Si is an element contributing to improving strength and formability by making iron carbides finer, however, also embrittling steel. Since a foundry slab becomes embrittled to be susceptible to cracking and productivity is significantly lowered at more than 2.50% of Si, Si is defined to be 2.50% or less. Further, since Si is an element embrittling Fe crystal, in order to secure impact resistance, Si is preferably 2.20% or less, more preferably 2.00% or less.

When Si is decreased to less than 0.010%, inclusive of the lower limit of 0%, coarse iron carbides are formed during transformation of bainite, thereby lowering strength and formability. Accordingly, Si is preferably 0.005% or more, more preferably 0.010% or more.

Mn in a range from 0.50 to 5.00%

Mn is an element contributing to improving strength by increasing hardenability. When Mn is less than 0.50%, a soft structure is formed during a cooling step of annealing, which makes it difficult to secure a required strength. Accordingly, Mn is defined to be 0.50% or more, preferably 0.80% or more, more preferably 1.00% or more.

On the other hand, when Mn exceeds 5.00%, Mn concentrates on a central part of a foundry slab, so that the foundry slab becomes embrittled to be susceptible to cracking and productivity is significantly lowered. Accordingly, Mn is defined to be 5.00% or less. Further, since a large amount of Mn deteriorates weldability, in order to secure a favorable spot weldability, Mn is preferably 3.50% or less, more preferably 3.00% or less.

P is 0.100% or less.

P is an element embrittling steel or embrittling a melted portion generated by spot melting. Since the foundry slab becomes embrittled to be susceptible to cracking at more than 0.100% of P, P is defined to be 0.100% or less. In order to secure a strength of the spot melted portion, P is preferably 0.040% or less, more preferably 0.020% or less.

When P is decreased to less than 0.0001%, inclusive of the lower limit of 0%, a production cost is significantly increased. Accordingly, 0.0001% is a substantive lower limit for a practical steel sheet.

S is 0.0100% or less.

S forms MnS and is an element inhibiting formability such as ductility, hole expandability, elongation flangeability, and bendability and inhibiting weldability. Since formability and productivity are significantly lowered at more than 0.0100% of S, S is defined to be 0.0100% or less. In order to secure a favorable weldability, S is preferably 0.0070% or less, more preferably 0.0050% or less.

When S is decreased to less than 0.0001%, inclusive of the lower limit of 0%, a production cost is significantly increased. Accordingly, 0.0001% is a substantive lower limit for a practical steel sheet.

Al is in a range from 0.001 to 2.000%;

Al functions as a deoxidizing element, however, is also an element embrittling steel and inhibiting weldability. Since deoxidation effect is not sufficiently obtained at less than 0.001% of Al, Al is defined to be 0.001% or more, preferably 0.010% or more, more preferably 0.020% o more.

However, when Al exceeds 2.000%, coarse oxides are formed, so that the foundry slab becomes susceptible to cracking. Accordingly, Al is defined to be 2.000% or less. In order to secure a favorable weldability, an amount of Al is preferably 1.500% or less, further preferably 1.100% or less.

N is 0.0150% or less.

N forms nitrides and is an element inhibiting formability such as ductility, hole expandability, elongation flangeability, and bendability. N is also an element causing generation of blowholes to inhibit weldability during a welding process. Since formability and weldability are lowered at more than 0.0150% of N, N is defined to be 0.0150% or less, preferably 0.0100% or less, more preferably 0.0060% or less.

When N is decreased to less than 0.0001%, inclusive of the lower limit of 0%, a production cost is significantly increased. Accordingly, 0.0001% is a substantive lower limit for the steel sheet in practical use.

O is 0.0050% or less.

O forms oxides and is an element inhibiting formability such as ductility, hole expandability, elongation flangeability, and bendability. Since formability is significantly lowered at more than 0.0050% of O, O is defined to be 0.0050% or less, preferably 0.0030% or less, more preferably 0.0020% or less.

When O is decreased to less than 0.0001%, inclusive of the lower limit of 0%, a production cost is significantly increased. Accordingly, 0.0001% is a substantive lower limit for the steel sheet in practical use.

[Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]1.00  (1)

In the later-described manufacture of the steel sheet for heat treatment, fine carbides of a predetermined amount or more need to be obtained by suitably dissolving carbides during the intermediate heat treatment. In case of excessively soluble carbides, since all the carbides disappear during the intermediate heat treatment, a predetermined steel sheet for heat treatment cannot be obtained. Accordingly, it is necessary to satisfy the formula (1) consisting of additive amounts of elemental species that slow down a dissolution rate of the carbides.

[Si]+0.35[Mn]+0.15 [Al]+2.80 [Cr]+0.84 [Mo]+0.50 [Nb]+0.30 [Ti]: 1.00 or more  Left side of formula (1):

[element] represents mass % of the element in the left side of the formula (1). In the manufacturing process of the present steel sheet a, Si inhibits dissolution of the carbides. Provided that a contribution degree showing Si contribution to improvement in balance of strength, formability, and impact resistance of a steel sheet after the main heat treatment of a final product is 1, a coefficient of each element is a ratio obtained when the contribution degree 1 of Si is compared with a contribution degree of each element.

When a value of the left side of the formula (1) in the chemical composition of the steel sheet is less than 1.00, carbides are not sufficiently formed in the steel sheet for heat treatment, resulting in deterioration in properties of the steel sheet after the main heat treatment. In order to sufficiently leave carbides present in the steel sheet for heat treatment to improve the properties, the value of the left side of the formula (1) needs to be defined as 1.00 or more, preferably 1.25 or more, more preferably 1.50 or more.

The upper limit value of the left side of the formula (1) does not need to be limited since being determinable depending on the upper limit value of each element. However, when the value of the left side of the formula (1) is excessively high, carbides in the steel sheet for heat treatment becomes excessively coarse in size and the coarse carbides may remain also in the subsequent heat treatment process to adversely lower properties of the steel sheet. Accordingly, the value of the left side of the formula (1) is preferably 4.00 or less, more preferably 3.60 or less.

The chemical composition of each of the steel sheet for heat treatment of the invention and the high-strength steel sheet of the invention includes the above components and the balance consisting of Fe and inevitable impurities. In order to improve the properties, in addition to the above elements, the chemical composition may include the following elements in place of a part of Fe.

Ti is 0.300% or less.

Ti is an element contributing to improving the steel sheet strength by strengthening by precipitates, strengthening by fine grains by inhibiting growth of ferrite crystal grains, and strengthening by dislocation by inhibiting recrystallization. Since a great amount of carbonitrides are precipitated to deteriorate formability at more than 0.300% of Ti, Ti is preferably 0.300% or less, more preferably 0.150% or less.

In order to obtain a sufficient strength-improving effect by Ti, although the lower limit is 0%, Ti is preferably 0.001% or more, more preferably 0.010% or more.

Nb is 0.100% or less.

Nb is an element contributing to improving the steel sheet strength by strengthening by precipitates, strengthening by fine grains by inhibiting growth of ferrite crystal grains, and strengthening by dislocation by inhibiting recrystallization. Since a great amount of carbonitrides are precipitated to deteriorate formability at more than 0.100% of Nb, Nb is preferably 0.100% or less, more preferably 0.060% or less.

In order to obtain a sufficient strength-improving effect by Nb, Nb is preferably 0.001% or more, more preferably 0.005% or more, although the lower limit is 0%.

V is 1.00% or less.

V is an element contributing to improving the steel sheet strength by strengthening by precipitates, strengthening by fine grains by inhibiting growth of ferrite crystal grains, and strengthening by dislocation by inhibiting recrystallization. Since a great amount of carbonitrides are precipitated to deteriorate formability at more than 1.00% of V, V is preferably 1.00% or less, more preferably 0.50% or less.

In order to obtain a sufficient strength-improving effect by V, V is preferably 0.001% or more, more preferably 0.010% or more, although the lower limit is 0%.

Cr is 2.00% or less, Cr is an element contributing to improving the steel sheet strength by improving hardenability, and the element capable of partially substituting C and/or Mn. Since hot workability is deteriorated to lower productivity at more than 2.00% of Cr, Cr is preferably 2.00% or less, more preferably 1.20% or less.

In order to obtain a sufficient strength-improving effect by Cr, Cr is preferably 0.01% or more, more preferably 0.10% or more, although the lower limit is 0%.

Ni is 2.00%.

Ni is an element contributing to improving the steel sheet strength by inhibiting phase transformation at a high temperature, and the element capable of partially substituting C and/or Mn. Since weldability is lowered at more than 2.00% of Ni, Ni is preferably 2.00% or less, more preferably 1.20% or less.

In order to obtain a sufficient strength-improving effect by Ni, Ni is preferably 0.01% or more, more preferably 0.10% or more, although the lower limit is 0%.

Cu is 2.00% or less.

Cu is an element contributing to improving the steel sheet strength by being present as fine grains in steel, and the element capable of partially substituting C and/or Mn. Since weldability is lowered at more than 2.00% of Cu, Cu is preferably 2.00% or less, more preferably 1.20% or less.

In order to obtain a sufficient strength-improving effect by Cu, Cu is preferably 0.01% or more, more preferably 0.10% or more, although the lower limit is 0%.

Mo is 1.00% or less.

Mo is an element contributing to improving the steel sheet strength by inhibiting phase transformation at a high temperature, and the element capable of partially substituting C and/or Mn. Since hot workability is deteriorated to lower productivity at more than 1.00% of Mo, Mo is preferably 1.00% or less, more preferably 0.50% or less.

In order to obtain a sufficient strength-improving effect by Mo, Mo is preferably 0.01% or more, more preferably 0.05% or more, although the lower limit is 0%.

W is 1.00% or less.

W is an element contributing to improving the steel sheet strength by inhibiting phase transformation at a high temperature, and the element capable of partially substituting C and/or Mn. Since hot workability is deteriorated to lower productivity at more than 1.00% of W, W is preferably 1.00% or less, more preferably 0.70% or less.

In order to obtain a sufficient strength-improving effect by W, W is preferably 0.01% or more, more preferably 0.10% or more, although the lower limit is 0%.

B is 0.0100% or less.

B is an element contributing to improving the steel sheet strength by inhibiting phase transformation at a high temperature, and the element capable of partially substituting C and/or Mn. Since hot workability is deteriorated to lower productivity at more than 0.0100% of B, B is preferably 0.0100% or less, more preferably 0.0050% or less.

In order to obtain a sufficient strength-improving effect by B, B is preferably 0.0001% or more, more preferably 0.0005% or more, although the lower limit is 0%.

Sn is 1.00% or less.

Sn is an element contributing to improving the steel sheet strength by inhibiting formation of coarse crystal grains. Since the steel sheet sometimes becomes embrittled to be cracked during a rolling process at Sn exceeding 1.00%, Sn is preferably 1.00% or less, more preferably 0.50% or less.

In order to obtain a sufficient effect by adding Sn, Sn is preferably 0.001% or more, more preferably 0.010% or more, although the lower limit is 0%.

Sb is 0.200% or less.

Sb is an element contributing to improving the steel sheet strength by inhibiting formation coarse crystal grains. Since the steel sheet sometimes becomes embrittled to be cracked during a rolling process at Sb exceeding 0.200%, Sb is preferably 0.200% or less, more preferably 0.100% or less.

In order to obtain a sufficient effect by adding Sb, Sb is preferably 0.001% or more, more preferably 0.005% or more, although the lower limit is 0%.

The chemical composition of the present steel sheet may contain one or more of Ca, Ce, Mg, Zr, La, Hf, and REM as needed.

One or more of Ca, Ce, Mg, Zr, La, Hf, and REM are 0.0100% or less in total.

Ca, Ce, Mg, Zr, La, Hf, and REM are elements contributing to improving formability. Since ductility may be deteriorated when one or more of Ca, Ce, Mg, Zr, La, Hf, and REM exceed 0.0100% in total, one or more of Ca, Ce, Mg, Zr, La, Hf, and REM in total are preferably 0.0100% or less, more preferably 0.0070% or less.

Although the lower limit of the total of one or more of Ca, Ce, Mg, Zr, La, Hf, and REM is 0%, the total is preferably 0.0001% or more, more preferably 0.0010% or more in order to obtain a sufficient effect of improving formability.

It should be noted that REM (Rare Earth Metal) means elements belonging to lanthanoid. Although REM and Ce are often added in a form of misch metal, lanthanoid elements may be inevitably contained other than La and Ce.

In the chemical composition of the present steel sheet, the balance except for the above elements is Fe and inevitable impurities. The inevitable impurities are elements inevitably mixed from a raw material for steel and/or during a steel production process. As the impurities, H, Na, Cl, Sc, Co, Zn, Ga, Ge, As, Se, Y, Zr, Tc, Ru, Rh, Pd, Ag, Cd, In, Sn, Sb, Te, Cs, Ta, Re, Os, Ir, Pt, Au, and Pb may be contained at 0.010% or less in total.

Next, the microstructure of each of the present steel sheet will be described.

Region for defining microstructure: from ⅛t to ⅜t (t: sheet thickness) from steel sheet surface

Typically, a microstructure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from the steel sheet surface, the region centering on ¼t (t: sheet thickness) from the steel sheet surface, exhibits mechanical characteristics (e.g., formability, strength, ductility, toughness, and hole expandability). Accordingly, in the present steel sheets A, A1, and A2 (hereinafter, collectively referred to as “the present steel sheet A”), the microstructure in the region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from the steel sheet surface is defined.

In order that the microstructure in the region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from the steel sheet surface in the present steel sheet A is made into a desired microstructure by heat treatment, a microstructure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from the steel sheet surface is defined same as above in the steel sheet a.

Firstly, the microstructure in the region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from the steel sheet surface (hereinafter, also referred to as “the microstructure a”) is described. Hereinafter, % depicted with the microstructure means volume %.

Microstructure a

80% or more of a lath structure including one or more of martensite, tempered martensite, bainite, and bainitic ferrite and having at least 1.0×10¹⁰ pieces per m² of carbides each having an equivalent circle diameter of 0.1 μm or more.

The microstructure a includes 80% or more of a lath structure including one or more of martensite, tempered martensite, bainite, and bainitic ferrite and having at least 1.0×10¹⁰ pieces per m² of carbides each having an equivalent circle diameter of 0.1 μm or more. When the steel sheet a having the lath structure of less than 80% is subjected to heat treatment, a required microstructure cannot be obtained and an excellent formability cannot be secured in the present steel sheet A. Accordingly, the lath structure is defined to account for 80% or more, preferably 90% or more.

If the microstructure a is a lath structure, the heat treatment (annealing) generates fine austenite surrounded by ferrite having the same crystal orientation at a lath boundary and the austenite grows along the lath boundary. The austenite grown along the lath boundary, that is, unidirectionally elongated austenite forms an island-shaped hard structure by the cooling treatment, thereby greatly contributing to strength and formability.

The lath structure of the steel sheet a can be formed by subjecting a steel sheet manufactured under predetermined hot rolling and cold rolling conditions to a required intermediate heat treatment. Formation of the lath structure is described later.

An individual volume % of tempered martensite, bainite, and bainitic ferrite varies depending on the chemical composition, hot rolling conditions, and cooling conditions of the steel sheet. Although volume % is not particularly limited, but a preferable volume % is described.

Martensite becomes tempered martensite by the main heat treatment, and in combination with the existing tempered martensite, contributes to the improvement of the formability-strength balance of the present steel sheet A. On the other hand, when the steel sheet a for heat treatment includes a large amount of martensite, strength is improved and bendability is deteriorated, which hinders productivity in processes such as cutting and shape correction. From this viewpoint, volume % of martensite in the lath structure is preferably 30% or less, more preferably 15% or less.

Tempered martensite is a structure significantly contributing to improvement in formability-strength balance of the present steel sheet A. Moreover, since tempered martensite does not excessively increase strength of the steel sheet for heat treatment and provides an excellent bendability thereto, tempered martensite is a structure positively usable for the purpose of improving productivity. A volume fraction of tempered martensite in the steel sheet a for heat treatment is preferfably 30% or more, more preferfably 50% or more, and may be 100%.

Bainite and bainitic ferrite have lower strength than martensite and tempered martensite, and may be positively utilized for the purpose of improving productivity.

On the other hand, since carbides are formed in bainite and C is consumed, the volume fraction of the steel sheet a for heat treatment is preferably 50% or less.

In the microstructure a, other structures (e.g., pearlite, cementite, aggregated ferrite, and residual austenite) are set at less than 20%.

Since aggregated ferrite does not have austenite nucleation sites in crystal grains, the aggregated ferrite becomes ferrite including no austenite in the microstructure after annealing (later-described main heat treatment) and does not contribute to improving the strength.

Moreover, aggregated ferrite sometimes does not have a specific crystal orientation relationship with mother phase austenite. When the aggregated ferrite increases, austenite having a crystal orientation significantly different from that of the mother phase austenite is sometimes formed at a boundary between the aggregated ferrite and the mother phase austenite during annealing. Newly formed austenites with different crystal orientations around the ferrite grow coarsely and isotropically, which does not contribute to improving mechanical characteristics.

The residual austenite does not contribute to improving mechanical characteristics since a part of the residual austenite becomes coarse and isotropic during annealing. In particular, in order to ensure bendability required for correcting a shape of the steel sheet for heat treatment, residual austenite likely to serve as a start point of cracking in a bending process is preferably limited to 10% or less, more preferably 5% or less.

Pearlite and cementite are transformed into austenite during annealing and grow coarse isotropically, which does not contribute to improving machanical characteristics. Therefore, other structures (e.g., pearlite, cementite, aggregated ferrite, and residual austenite) is set at less than 20%, preferably less than 10%.

At Least 1.0×10¹⁰ Pieces per m² Of Carbides Each Having Equivalent Circle Diameter of 0.1 mm or More

When carbides are present in the lath structure, the amount of solid solution carbon in the microstructure is small, the transformation temperature of the microstructure is high, and the shape and dimensions of the steel sheet are maintained favorably even when rapidly cooled. Moreover, the strength of the steel sheet is reduced, which facilitates cutting the steel sheet and correcting the shape thereof, so that a second heat treatment is easily performed. Carbides are dissolved in the macrostructure in the second heat treatment to form a hard structure formation site.

Since this site is present in the lath structure unlike the above-described site along the lath boundary, the formed austenite grows isotropically inside acicular ferrite and, through the cooling treatment, forms a fine and isotropic island-shaped hard structure not having grown large in a particular direction, so that impact resistance of the steel sheet can be improved.

Since carbides each having the equivalent circle diameter of less than 0.1 μm do not serve as the hard structure formation site, carbides each having the equivalent circle diameter of 0.1 μm or more are defined as a target for measuring the number of carbides. When a number density of carbides each having the equivalent circle diameter of 0.1 μm or more per unit area (hereinafter also simply referred to as the “number density”) is less than 1.0×10¹⁰ pieces per m², the number of nucleation sites becomes insufficient and the amount of solid solution carbon in the microstructure is not sufficiently reduced. Accordingly, the number density of carbide is defined as at least 1.0×10¹⁰ pieces per m², preferably at least 1.5×10¹⁰ pieces per m², more preferably at least 2.0×10¹⁰ pieces per m².

The upper limit in size of the above carbides is not particularly determined. However, excessively coarse carbides are not preferable since excessively coarse carbides may remain without being completely melted even when the steel sheet for heat treatment is heat-treated and may deteriorate strength, formability, and impact resistance. Moreover, excessively coarse carbides are likely to be a start point of cracking in the shape correction of the steel sheet. From the above two viewpoints, the average equivalent circle diameter of carbides each having the equivalent circle diameter of 0.1 μm or more is preferably 1.2 μm or less, more preferably 0.8 μm or less.

Since the number density of carbides depends on the C amount and the heat treatment conditions (described later) of the steel sheet, the upper limit of the number density is not determined. However, since all the carbides may not be melted in the second heat treatment, approximately 5.0×10¹² pieces per m² is a substantial upper limit.

Next, a microstructure in the region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a steel sheet surface of the present steel sheet A (hereinafter, also referred to as “the microstructure A”) is described. % depicted with the microstructure means volume %.

Microstructure a

The microstructure A is formed by subjecting the microstructure a of the steel sheet a to a required heat treatment (later-described main heat treatment). The microstructure A is a structure including an island-shaped hard structure unidirectionally extending acicular ferrite formed by inheriting the structure of the microstructure a, and an equiaxed island-shaped hard structure formed by a required heat treatment. This is the characteristic of the present steel sheet A.

20% or More of Acicular Ferrite

When the microstructure a (the lath structure including one or more of tempered martensite, bainite, and bainitic ferrite and at least 1.0×10¹⁰ pieces per m² of carbides each having the equivalent circle diameter of 0.1 μm or more: 80% or more) is subjected to the required heat treatment, the lath-shaped ferrite is united into acicular ferrite, and austenite grains unidirectionally elongated are formed at the crystal grain boundary.

Further, when the cooling treatment is performed under predetermined conditions after the heat treatment, the austenite unidirectionally elongated becomes an island-shaped hard structure unidirectionally elongated, and thereby improving the formability-strength balance of the microstructure A.

When the acicular ferrite is less than 20%, the volume % of the coarse and isotropic island-shaped hard structure is significantly increased, and the formability-strength balance of the microstructure A is deteriorated. Accordingly, the acicular ferrite is defined as 20% or more. The acicular ferrite is preferably 30% or more in order to further improve the formability-strength balance.

On the other hand, when the acicular ferrite exceeds 80%, the volume % of the island-shaped hard structure is decreased to significantly lower the strength. Accordingly, the acicular ferrite is preferably 80% or less. In order to increase the strength, it is preferable to decrease the volume % of the acicular ferrite while increasing the volume % of the island-shaped hard structure. From this viewpoint, the volume % of the acicular ferrite is more preferably 65% or less.

20% or more of an island-shaped hard structure including one or more of martensite, tempered martensite, and residual austenite,

The volume % of each structure forming the island-shaped hard structure is not specified because the volume % thereof depends on the chemical composition of the steel sheet and the heat treatment conditions, but the preferable volume % is as follows.

Martensite of 30% or Less

Martensite is a structure responsible for the steel sheet strength. Since impact resistance of the steel sheet is lowered when martensite exceeds 30%, martensite is preferably 30% or less, more preferably 15% or less, inclusive of the lower limit of 0%.

Tempered Martensite of 80% or Less

Tempered martensite is a structure for improving the steel sheet strength without impairing formability and impact resistance of the steel sheet. In order to sufficiently improve strength, formability and impact resistance of the steel sheet, tempered martensite is preferably 10% or more, more preferably 15% or more.

On the other hand, when tempered martensite exceeds 80%, the steel sheet strength is excessively increased to lower formability. Accordingly, tempered martensite is preferably 80% or less, more preferably 60% or less.

Residual Austenite in a Range from 2% to 25%

Residual austenite is a structure that significantly improves formability, especially, ductility of the steel sheet. In order to sufficiently obtain this effect, residual austenite is preferably 2% or more, more preferably 5% or more.

On the other hand, residual austenite is a structure that inhibits impact resistance. Since an excellent impact resistance cannot be ensured when residual austenite exceeds 25%, residual austenite is preferably 25% or less, more preferably 20% or less.

Aspect Ratio of Hard Region in Island-Shaped Hard Structure

Average aspect ratio in hard region having equivalent circle diameter of 1.5 μm or more: 2.0 or more

Average aspect ratio in hard region having equivalent circle diameter of less than 1.5 μm or more: less than 2.0

The coarse island-shaped hard structure extended unidirectionally is a structure that significantly improves work-hardenability of the steel sheet and increases strength and formability thereof. On the other hand, aggregated and coarse island-shaped hard structure is liable to be internally fractured due to deformation, resulting in deterioration in formability. From the above viewpoint, in order to sufficiently improve the strength-formability balance of the steel sheet, it is necessary to set the average aspect ratio of the coarse island-shaped hard structure having 1.5 μm or more of the equivalent circle diameter to 2.0 or more. In order to improve strength-formability balance, the average aspect ratio is preferably 2.5 or more, more preferably 3.0 or more.

Mainly, the fine island-shaped hard structure generated in ferrite grains is a structure that contributes to improving strength-formability because of being difficult to peel off at the interface with the surrounding ferrite and being difficult to fracture even if receiving strain. Especially, the fine island-shaped hard structure grown isotropically, which is difficult to serve as a fracture propagation site, is a structure that improves strength-formability balance without impairing impact resistance of the steel sheet.

On the other hand, the fine island-shaped hard structure extending unidirectionally is a structure that impairs impact resistance because of being inside ferrite grains and acting strongly as a fracture propagation site. Therefore, in order to sufficiently secure the impact resistance of the steel sheet, it is necessary to set the average aspect ratio of the fine island-shaped hard structure having the equivalent circle diameter of less than 1.5 μm (preferably 1.44 μm or less) to be less than 2.0. In order to further improve the impact resistance, the average aspect ratio is preferably 1.7 or less, more preferably 1.5 or less.

When a number density per unit area of the fine island-shaped hard structure (hereinafter also simply referred to as the “number density”) is low, stress and/or strain is concentrated in and/or around a part of the island-shaped hard structure and acts as a starting point of fracture and propagation path thereof. Accordingly, the average of the number density of the fine island-shaped hard structure having the equivalent circle diameter of less than 1.5 μm is defined as at least 1.0×10¹⁰ pieces per m². In order to make it difficult that the fine island-shaped hard structure serves as the fracture propagation path, the average of the number density is preferably at least 2.5×10¹⁰ pieces per m², more preferably at least 4.0×10¹⁰ pieces per m².

When the fine island-shaped hard structure is unevenly distributed in a part, stress and/or strain is concentrated in and/or around a part of the island-shaped hard structure in a region where the island-shaped hard structure is sparse during propagation of fracture, so that fracture easily propagates. In order to avoid this phenomenon, the number density of the fine island-shaped hard structure is preferably substantially constant. Specifically, in each of three or more fields of view, the number density of the island-shaped hard structure having the equivalent circle diameter of less than 1.5 μm in an area of at least 5.0×10⁻¹⁰ m² is obtained, and a value obtained by dividing the maximum value by the minimum value among the number densities of the island-shaped hard structure is limited to 2.5 or less. This value is preferably 2.0 or less, more preferably closer to 1.0.

Aggregated ferrite is 20% or less.

Aggregated ferrite is a structure that competes with acicular ferrite. As the volume % of aggregated ferrite is increased, the volume % of acicular ferriteis decreased. Accordingly, aggregated ferrite is limited to 20% or less. The smaller volume % of aggregated ferrite is preferable. The volume % thereof may be 0%.

Balance: bainite+bainitic ferrite+inevitable generation phase.

The balance of the microstructure A is bainite, bainitic ferrite and/or an inevitable generation phase.

Bainite and bainitic ferrite are structures having an excellent balance between strength and formability, and may be contained in the microstructure as long as a sufficient volume % of acicular ferrite and martensite are secured. If a total of the volume % of bainite and bainitic ferrite exceeds 40%, the volume % of acicular ferrite and/or martensite may not be sufficiently obtained. Therefore, the total of the volume % of bainite and bainite is preferably 40% or less.

The inevitable generation phase in the balance structure of the microstructure A is pearlite, cementite and the like. As the volume % of pearlite and/or cementite increases, ductility decreases and the formability-strength balance decreases. Therefore, the total of the volume % of pearlite and/or cementite is preferably 5% or less.

An excellent formability-strength balance can be ensured by forming the microstructure A, so that the present steel sheet A excellent in formability and impact resistance can be obtained.

FIG. 2 schematically shows an image of the microstructure of the steel sheet. This figure is merely an illustration schematically shown for explanation. The microstructure of the invention is not defined by this figure. FIG. 2A shows an image of the microstructure A of the invention, expressing acicular ferrite 3, a hard region (coarse island-shaped hard structure (a large aspect ratio) 4) having the equivalent circle diameter of 1.5 μm or more, and a hard region (fine island-shaped hard structure (a small aspect ratio) 5) having the equivalent circle diameter of less than 1.5 μm. FIG. 2B shows a high-strength composite structure steel as a comparative steel, expressing aggregated ferrite 1 and a corase island-shaped hard structure (a small aspect ratio) 2. FIG. 2C relates to a high-strength composite structure steel (e.g., Patent Literature 1) having improved propertires as a comparative steel, expressing the acicular ferrite 3 and the island-shaped hard structure (a large aspect ratio) 4.

Here, a method of determining the volume fraction (volume %) of the structure will be described.

A test piece having a sheet thickness cross section parallel to the rolling direction of the steel plate as the observation surface is collected from the steel sheet. A fraction of the lath structure is obtained by: polishing the observation surface of the test piece and subsequently applying Nital etching to the observation surface; observing an area of at least 2.0×10⁻⁹ m² in total in at least one view field in the region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a surface in sheet thickness using Field Emission Scanning Electron Microscope (FE-SEM); and analyzing an area fraction (area %) of each structure (other than residual austenite).

Since it is empirically known that the area fraction (area %) volume fraction (volume %), the area fraction is used as the volume fraction (volume %).

The acicular ferrite in the microstructure A refers to ferrite having the aspect ratio of 3.0 or more, which is the ratio of the major axis to the minor axis of the crystal grains, in the structure observation by FE-SEM. Further, similarly, aggregated ferrite refers to ferrite having the aspect ratio of less than 3.0.

The volume fraction of residual austenite in the microstructure is analyzed by X-ray diffraction. In the region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from the surface in the sheet thickness of the test piece, the surface parallel to the steel plate surface is finished to be a mirror surface, and the area fraction of FCC iron is analyzed by X-ray diffraction method. The area fraction is used as the volume fraction of the residual austenite.

In the microstructure (sheet thickness cross section parallel to the rolling direction of the steel sheet), a portion including one or more of martensite, tempered martensite, and residual austenite is referred to as an “island-shaped hard structure.” Since these structures in three types are all hard, the structures are named “hard.” In the microstructure A, regions each surrounded by soft ferrite and connected to each other in the observation structure are collectively regarded as an “island.” With this definition, when the island-shaped hard structure is evaluated in terms of the aspect ratios for the island-shaped hard structure divided into the region having the equivalent circle diameter of 1.5 μm or more and the region having the equivalent circle diameter of less than 1.5 μm, one island can be treated as one grain.

The present steel sheet A may be a steel sheet having a galvanized layer or a zinc alloy plated layer on one or both surfaces of the steel sheet (the present steel sheet A1), or may be a steel plate having an alloyed plated layer obtained by alloying the galvanized layer or the zinc alloy plated layer (the present steel plate A2). Description will be made below.

Galvanized Layer and Zinc Alloy Plated Layer

The plated layer formed on one or both surfaces of the present steel sheet A is preferably a galvanized layer or a zinc alloy plated layer containing zinc as a main component. The zinc alloy plated layer preferably contains Ni as an alloy component.

The galvanized layer and the zinc alloy plated layer are formed by a hot-dip plating method or an electroplating method. When the Al amount of the galvanized layer increases, the adhesion between the steel sheet surface and the galvanized layer decreases. Therefore, the Al amount of the galvanized layer is preferably 0.5 mass % or less. When the galvanized layer is a hot-dip galvanized layer, an Fe amount of the hot-dip galvanized layer is preferably 3.0 mass % or less in order to improve the adhesion between the steel sheet surface and the galvanized layer.

When the galvanized layer is an electrogalvanized layer, an Fe amount of the electrogalvanized layer is preferably 5.0 mass % or less in order to improve corrosion resistance.

The galvanized layer and the zinc alloy plated layer may contain one or more of Ag, B, Be, Bi, Ca, Cd, Co, Cr, Cs, Cu, Ge, Hf, Zr, I, K, La, Li, Mg, Mn, Mo, Na, Nb, Ni, Pb, Rb, Sb, Si, Sn, Sr, Ta, Ti, V, W, Zr, and REM as long as corrosion resistance and formability are not inhibited. Especially, Ni, Al, and Mg are effective for improving corrosion resistance.

Alloyed Plated Layer

The galvanized layer or zinc alloy plated layer is subjected to the alloying treatment to form an alloyed plated layer on the steel sheet surface. When a hot-dip galvanized layer or hot-dip zinc alloy plated layer is subjected to the alloying treatment, an Fe amount of the hot-dip galvanized layer or hot-dip zinc alloy plated layer is preferably in a range from 7.0 to 13.0 mass % in order to improve adhesion between the steel sheet surface and the alloyed plated layer.

The sheet thickness of the present steel sheet A, which is not particularly limited to a specific range of the sheet thickness, is preferably in a range from 0.4 to 5.0 mm in consideration of applicability and productivity. When the sheet thickness is less than 0.4 mm, the shape of the steel sheet is difficult to keep flat and dimensional and shape accuracy is lowered. Accordingly, the sheet thickness is 0.4 mm or more, more preferably 0.8 mm or more.

On the other hand, when the sheet thickness exceeds 5.0 mm, it becomes difficult to control the heating conditions and the cooling conditions during the manufacturing process, and a homogeneous microstructure may not be obtained in the sheet thickness direction. Accordingly, the sheet thickness is preferably 5.0 mm or less, more preferably 4.5 mm or less.

In this manufacturing method (the present manufacturing method A of the invention) as shown in FIG. 1: the hot rolling process (manufacturing method a) is performed so as to satisfy a formula (A); and the cooling process is performed so as to satisfy the formulae (2) and (3), whereby desired-sized carbides are uniformly formed entirely inside steel. Next, the cold rolling process is performed and further the intermediate heat treatment process is performed under predetermined conditions, whereby carbides are heated without being completely melted. Subsequently, by rapidly cooling, a lath structure is formed inside the steel.

Finally, in the main heat treatment process: at the beginning, the temperature is initially rapidly increased so as to satisfy the formula (B); from the time when austenite transformation begins, the heat treatment is reduced so as to satisfy the formula (C); and subsequently rapid cooling is performed. In the latter half of cooling, the austenite fraction is controlled by cooling so as to satisfy a formula (4), thereby forming a structure including acicular structure as a main structure and two types of island-shaped hard structures.

The manufacturing method a, and the present manufacturing methods A, A1a, A1b, and A2 will be described.

Firstly, the manufacturing method a will be described.

The manufacturing method a includes: a hot rolling process of heating cast slab having a predetermined chemical composition to a temperature in a range from 1080 degrees C. to 1300 degrees C., and subsequently subjecting the cast slab to hot rolling, in which hot rolling conditions in a temperature region from the maximum heating temperature to 1000 degrees C. satisfy the formula (A) and a hot rolling completion temperature falls in a range from 975 degrees C. to 850 degrees C.; a cooling process in which cooling conditions applied from the completion of the hot rolling to 600 degrees C. satisfy the formula (2) that represents sum of transformation progress degrees in 15 temperature regions obtained by equally dividing a temperature region ranging from the hot rolling completion temperature to 600 degrees C., and a temperature history that is measured by every 20 degrees C. from a time when 600 degrees C. is reached to a time when a later-described intermediate heat treatment is started satisfy the formula (3); and the intermediate heat treatment process of heating to a temperature in a range from (Ac3−30) degrees C. to (Ac3+100) degrees C. at an average heating rate of at least 30 degrees C. per second in a temperature region ranging from 650 degrees C. to (Ac3−40) degrees C., limiting the dwell time in a temperature region ranging from the heating temperature to (maximum heating temperature−10) degrees C. to 100 seconds or less, and subsequently, and subsequently cooling at an average cooling rate of at least 30 degrees C. per second from the heating temperature to a temperature region ranging from 750 degrees C. to 450 degrees C.

Process conditions of the manufacturing method a will be described.

Steel Sheet to Be Subjected to Heat Treatment

A manufacturing method a is a method of manufacturing the steel sheet a by subjecting a steel sheet having the chemical composition of the steel sheet a to the intermediate heat treatment. Any steel sheet having the chemical composition of the steel sheet a and manufactured through hot rolling and cold rolling according to a typical method is usable as the steel sheet to be subjected to the heat treatment. Preferable hot rolling conditions are as follows.

Hot Rolling Temperature

Molten steel having the chemical composition of the steel sheet a is cast according to a typical method such as continuous casting or thin slab casting to manufacture a steel piece intended for hot rolling. When the steel piece is once cooled to the room temperature and then subjected to hot rolling, the heating temperature is preferably in a range from 1080 degrees C. to 1300 degrees C.

When the heating temperature is less than 1080 degrees C., coarse inclusions due to casting do not melt and the hot-rolled steel sheet may crack in the process after hot rolling. Accordingly, the heating temperature is preferably 1080 degrees C. or more, more preferably 1150 degrees C. or more.

When the heating temperature exceeds 1300 degrees C., a large amount of heat energy is required. Accordingly, the heating temperature is preferably 1300 degrees C. or less, more preferably 1230 degrees C. or less. After casting the molten steel, the steel piece in the temperature region from 1080 degrees C. to 1300 degrees

C. may be directly subjected to hot rolling.

Hot rolling is divided into: rolling in a section where the heating temperature is 1000 degrees C. or more to promote recrystallization inside the steel sheet and improve homogeneity; and rolling in a section where the heating temperature is less than 1000 degrees C. to introduce appropriate strain to uniformly promote phase transformation after the rolling.

In the rolling in the section where the heating temperature is 1000 degrees C. or more for enhancing the homogeneity of the steel sheet, rolling conditions need to satisfy the formula (A) in order to promote recrystallization, refine the y grain size, and enhance the homogeneity inside the steel sheet by diffusing carbon along the grain boundaries. A total rolling reduction in this temperature section is preferably 75% or more.

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}7\right]& \\ \sum _{i=1}^n\left[A·\frac{h_i-h_{i-1}}{h_i}·\exp \left(-\frac{B}{T_i+273}\right)·t^{0.5}\right]\geqq 1.00& \left(A\right)\end{array}$

n: rolling pass number up to 1000 degrees C. after removal from the heating furnaceh_i: finishing sheet thickness [mm] after i passT_i: rolling temperature [degrees C.] at the i passt_i: elapsed time [second] after the rolling at the i pass to an (i+1) passA=9.11×10⁷, B=2.72×10⁴: constant value

The homogeneity of the steel sheet is improved as the value of the formula (A) becomes larger. However, if the value of the formula (A) is excessively increased, the rolling reduction in the high temperature region is excessively increased and the structure is coarsened. Accordingly, the value of the formula (A) is preferably kept at 4.50 or less. In order to enhance the homogeneity of the steel sheet, the value of the formula (A) is preferably 1.50 or more, further preferably 2.00 or more.

A total rolling reduction of the rolling in the section of less than 1000 degrees C. is preferably 50% or more. The rolling completion temperature of this rolling is preferably in a range from 975 degrees C. to 850 degrees C.

Rolling Completion Temperature: From 850 Degrees C. to 975 Degrees C.

The rolling completion temperature is preferably in a range from 850 degrees C. to 975 degrees C. When the rolling completion temperature is less than 850 degrees C., a rolling reaction force increases and it becomes difficult to stably secure a dimensional accuracy of a shape and a sheet thickness. Therefore, the rolling completion temperature is preferably 850 degrees C. or more. On the other hand, when the rolling completion temperature exceeds 975 degrees C., a steel sheet-heating device is required, resulting in an increase in a rolling cost. Therefore, the rolling completion temperature is preferably 975 degrees C. or less.

A cooling process from the completion of the hot rolling to 600 degrees C. is preferably performed in a range satisfying a formula (2). The formula (2) is a formula expressing the total degree of a transformation progress degree in each of temperature regions obtained by equally dividing the temperature from the rolling completion temperature to 600 degrees C. into 15 parts.

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}8\right]& \\ {\left(\sum _{n=1}^{15}\left[\frac{1.88\times 10^2}{1+17\mathrm{Ti}+51\mathrm{Nb}+3.3\sqrt{\mathrm{Mo}}+35\sqrt{B}}·\exp \left\{36.1-\left(0.0424-0.0027n\right)Tf-1.64n-14.4C+0.62\mathrm{Si}-1.36\mathrm{Mn}+0.82\mathrm{Al}-0.62\mathrm{Cr}-0.62\mathrm{Ni}-\frac{2.85\times {10}^4}{253+\left(1.033-0.067n\right)Tf+40n}\right\}·{t\left(n\right)}^{0.25}\right]\right)}^{0.333}\le 1.00& \left(2\right)\end{array}$

t(n): dwell time in the n-th temperature region

element symbol: mass % of the element

Tf: hot rolling completion temperature [degrees C.]

The hot-rolled steel sheet that has been subjected to the cooling treatment to satisfy the above formula (2) has a homogeneous microstructure and is present with carbides dispersed. Accordingly, when the obtained steel sheet is further subjected to the cold rolling and the intermediate heat treatment to provide a steel sheet for heat treatment, carbides are also uniformly dispersed in the steel sheet for heat treatment. Further, in a high-strength steel sheet obtained by subjecting the steel sheet for heat treatment to the main heat treatment, dispersion of the island-shaped hard structure is also leveled and the strength-formability balance is improved.

On the other hand, when the cooling process in the hot rolling does not satisfy the above formula (2), the phase transformation proceeds excessively at a high temperature, resulting in a hot-rolled steel sheet in which carbides are unevenly distributed. In the steel sheet for heat treatment obtained by subjecting this hot-rolled steel sheet to the cold rolling and the intermediate heat treatment, carbides are uniformly dispersed. Further, in the steel sheet obtained by subjecting the steel sheet for heat treatment to the main heat treatment, the island-shaped hard structures are unevenly distributed and the strength-formability balance is lowered. From this viewpoint, the left side of the formula (2) is preferably 0.80 or less, more preferably 0.60 or less.

The temperature history, which is calculated every 20 degrees C. from reaching 600 degrees C. after the completion of hot rolling until the start of the heat treatment (intermediate heat treatment described later) for manufacturing a steel sheet for heat treatment, preferably satisfies a formula (3) below. The middle side of the formula (3) is a formula that expresses the degree of growth of carbides that grow with elapse of time (increase in n). It can be expected that as the value at the middle side of the formula (3) (the value finally obtained before the start of the intermediate heat treatment) becomes larger, carbides becomes coarser.

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}9\right]& \\ 1.00\le {\left[\frac{T_n·\left\{{\log }_{10}\left(t_n\right)+C\right\}}{1.50\times {10}^4}\right]}^2\le 1.50t_1=\Delta t_1\left(n=1\right)t_n=\Delta t_n+\frac{T_{n-1}}{T_n}·\left\{{\log }_{10}\left(t_{n-1}\right)+C\right\}\left(n>1\right)C=20.00-1.28·{\mathrm{Si}}^{0.5}-0.13·{\mathrm{Mn}}^{0.5}-0.47·{\mathrm{Al}}^{0.5}-1.20·\mathrm{Ti}-2.50·\mathrm{Nb}-0.82·{\mathrm{Cr}}^{0.5}-1.70·{\mathrm{Mo}}^{0.5}& \left(3\right)\end{array}$

T_n: an average steel sheet temperature [degrees C.] from the (n−1)th calculation time point to the n-th calculation time point t_n: an effective total time for carbide growth at the n-th calculation time [hour]

Δt_n: an elapsed time from the (n−1)th calculation time point to the n-th calculation time point

C: parameters related to the growth rate of carbides (element symbol: mass % of element)

When the middle side of the above formula (3) is less than 1.00, the carbides existing in the steel sheet immediately before starting the intermediate heat treatment for obtaining the steel sheet for heat treatment are excessively fine, and the carbides in the steel sheet may disappear by the intermediate heat treatment. Accordingly, the middle side of the above formula (3) is preferably 1.00 or more.

On the other hand, when the middle side of the formula (3) exceeds 1.50, carbides in the steel sheet become excessively coarse, the number density of the carbides is decreased, which may cause an insufficient number density of the carbide after the intermediate heat treatment. Accordingly, the middle side of the formula (3) is preferably 1.50 or less. In order to further improve the properties, the middle side of the formula (3) is preferably in a range from 1.10 to 1.40.

When the steel sheet is heated to the Ac3 point or more before starting the intermediate heat treatment for obtaining the steel sheet for heat treatment, the middle side of the formula (3) becomes zero at that time. Only the temperature history upon and after again reaching 600 degrees C. is calculated.

Cold Rolling Process after Hot Rolling

By cold-rolling the hot-rolled steel sheet before the intermediate heat treatment below, the structure becomes a homogeneous processed structure, and, in the subsequent heat treatment (intermediate heat treatment), a large number of austenites are uniformly generated to provide a fine structure, resulting in an improvement in the properties. When the rolling reduction of cold rolling exceeds 80%, excessive recrystallization may proceed locally during the intermediate heat treatment and an aggregated structure may develop around the recrystallized region. Therefore, the cold rolling ratio is defined as 80% or less. In order to obtain a sufficient effect by the fine structure, the cold rolling ratio is preferably 30% or more. At thecold rolling ratio of less than 30%, development of the processed structure becomes insufficient and generation of the homogeneous austenite does not proceed in some cases.

Intermediate Heat Treatment Process for Hot-Rolled and Cold-Rolled Steel Sheet

In order to adjust the size of carbides in the wound cold-rolled steel sheet, the cold-rolled steel sheet is subjected to the intermediate heat treatment process at appropriate temperature and time. The intermediate heat treatment process includes: heating the cold-rolled steel sheet to a temperature in a range from (Ac3−30) degrees C. to (Ac3+100) degrees C. at an average heating rate of at least 30 degrees C. per second in the temperature region ranging from 650 degrees C. to (Ac3−40) degrees C.; limiting the dwell time in the temperature region ranging from the heating temperature to (maximum heating temperature−10) degrees C. to 100 seconds or less; and subsequently cooling from the heating temperature at an average cooling rate of at least 30 degrees C. per second in a temperature region ranging from 750 degrees C. to 450 degrees C. Moreover, the steel sheet after heated to Ac3 point or more may be again cooled to the room temperature.

The cold-rolled steel sheet may be pickled at least once before the intermediate heat treatment. When oxides on the surface of the cold-rolled steel sheet are removed and cleaned by pickling, plating properties of the steel sheet are improved.

Steel-sheet-heating temperature: (Ac3−30) degrees C. to (Ac3+100) degrees C.

Temperature region with limited heating rate: from 650 degrees C. to (Ac3−40) degrees C.

Average heating rate in the above temperature region: at least 30 degrees C. per second

The cold-rolled steel sheet is heated to (Ac3−30) degrees C. or more. When the steel-sheet-heating temperature is less than (Ac3−30) degrees C., coarse aggregated ferrite remains, resulting in a significant decline of mechanical characteristics of the high-strength steel sheet. Therefore, the steel-sheet-heating temperature is defined as (Ac3−30) degrees C. or more, preferably (Ac3−15) degrees C. or more, more preferably (Ac3+5) degrees C. or more.

On the other hand, when the steel-sheet-heating temperature exceeds (Ac3+100) degrees C., carbides in the steel sheet disappear. Therefore, the heating temperature is defined as (Ac3+100) degrees C. or less. In order to further inhibit disappearance of the carbides, the heating temperature is preferably (Ac3+80) degrees C. or less, more preferably (Ac3+60) degrees C. or less.

In heating, the steel sheet is heated at the average heating rate of at least 30 degrees C. per second in a temperature region from 650 degrees C. to (Ac3−40) degrees C. By setting the average heating rate in the temperature temperature region from 650 degrees C. to (Ac3−40) degrees C., where a dissolution rate of carbides is high, to at least 30 degrees C. per second, the carbides can be inhibited from being dissolved to remain until the start of cooling. Therefore, the average heating rate is preferably at least 50 degrees C. per second, more preferably at least 70 degrees C. per second in the temperature region from 650 degrees C. to (Ac3−40) degrees C.

The Ac1 and Ac3 points of the steel sheet are obtained by measuring a volume expansion curve that is formed by cutting out small pieces from the hot-rolled steel sheet before heating, heating the small pieces at 1100 degrees C., subsequently subjecting the small pieces to a homogenization treatment of cooling at 10 degrees C. per second to the room temperature, and subsequently heating the small pieces at 10 degrees C. per second from the room temperature to 1100 degrees C. Further, the volume expansion curve may be replaced with a calculation result calculated by an empirical formula based on sufficient experimental data.

Dwell time in temperature region from maximum heating temperature to (maximum heating temperature−10) degrees C.: 100 seconds or less

A dwell time in a temperature region from the maximum heating temperature to (maximum heating temperature−10) degrees C. is limited to 100 seconds or less. When the dwell time exceeds 100 seconds, carbides dissolve and the number density of carbides with an equivalent circle diameter of 0.1 μm or more decreases to less than 1.0×10¹⁰ pieces per m². Therefore, the dwell time at the heating temperature is defined as 100 seconds or less, preferably 60 seconds or less, more preferably 30 seconds or less.

The lower limit of the dwell time is not particularly set, but in order to make the dwell time less than 0.1 seconds, it is necessary to cool rapidly immediately after the completion of heating, and a great cost is required to realize it. Therefore, the dwell time is preferably 0.1 seconds or more.

Temperature region with limited cooling rate: from 750 degrees C. to 450 degrees C.

Average cooling rate in the above temperature region: at least 30 degrees C. per second

The hot-rolled steel sheet is heated to a temperature region from (Ac3−30) to (Ac3+100) degrees C., and subsequently cooled from the heating temperature at the average cooling rate of at least 30 degrees C. per second in the temperature region from 750 degrees C. to 450 degrees C. This cooling inhibites generation of aggregated ferrite in the above temperature region. The microstructure a can be formed by this series of heating and cooling.

The steel plate for heat treatment (steel plate a) can be obtained without specifying cooling conditions in a temperature region of less than 450 degrees C. When the dwell time from 450 degrees C. to 200 degrees C. is short, a lath structure is formed at a lower temperature and the crystal grain size becomes finer. Accordingly, in a high-strength steel sheet obtained by subjecting the steel sheet for heat treatment to the heat treatment, the microstructure becomes finer and the strength-formability balance is improved. From this viewpoint, the dwell time in the temperature region from 450 degrees C. to 200 degrees C. is preferably 60 seconds or less.

On the other hand, when the dwell time in the temperature region from 450 degrees C. to 200 degrees C. is increased, a temperature of generating the lath structure is increased to soften the steel sheet for heat treatment, so that costs required for winding and cutting the steel sheet is reducible. From this viewpoint, the dwell time in the temperature region from 450 degrees C. to 200 degrees C. is preferably 60 seconds or more, more preferably 120 seconds or more.

It is preferable to cold-roll the steel sheet after the intermediate heat treatment because thermal strain generated inside the steel sheet due to the heating and cooling of the intermediate heat treatment is removed and the flatness of the steel sheet is improved. However, when the rolling reduction of cold rolling exceeds 15%, excessive dislocations are accumulated in the lath structure formed by the intermediate heat treatment, and an aggregated structure is formed during the subsequent main heat treatment. Therefore, the cold rolling ratio is preferably 15% or less.

When the steel sheet after the intermediate heat treatment is cold-rolled, the steel sheet may be heated before rolling or between rolling passes. This heating softens the steel sheet, reduces the rolling reaction force during rolling, and improves the shape and dimensional accuracy of the steel sheet. The heating temperature is preferably 700 degrees C. or less. When the heating temperature exceeds 700 degrees C., it is likely that a part of the microstructure becomes aggregated austenite, Mn segregation proceeds, and a coarse aggregated Mn concentrated region is formed.

This aggregated Mn-concentrated region becomes untransformed austenite and remains aggregated even in annealing (main heat treatment) process, and an aggregated and coarse hard structure is formed in the steel sheet, resulting in deterioration in ductility. When the heating temperature is less than 300 degrees C., a sufficient softening effect cannot be obtained. Accordingly, the heating temperature is preferably 300 degree C. or more. The pickling and the cold rolling may be performed either before or after the heating, or both before and after the heating.

Next, the manufacturing methods A, A1a, A1b, Al c, and A2 of the invention will be described.

The present manufacturing method A is a manufacturing method of the present steel sheet A and performs a main heat treatment including:

heating the steel sheet a to a temperature in a range from (Ac1+25) degrees C. to Ac3 so that a temperature history from 450 degrees C. to 650 degrees C. satisfies a formula (B) below and subsequently a temperature history from 650 degrees C. to 750 degrees C. satisfies a formula (C) below;

retaining the steel sheet a for 150 seconds or less at the heating temperature;

cooling the steel sheet a from the heating retention temperature to a temperature region ranging from 550 degrees C. to 300 degrees C. at an average cooling rate of at least 10 degrees C. per second in a temperature region from 700 degrees C. to 550 degrees C.;

setting a dwell time in the temperature region from 550 degrees C. to 300 degrees C. to 1000 seconds or less; and

setting dwell conditions in the temperature region from 550 degrees C. to 300 degrees C. to satisfy a formula (4) below.

The present manufacturing method A1a is a manufacturing method of the present steel sheet A1.

The present manufacturing method A1a includes: immersing the high-strength steel sheet excellent in formability and impact resistance in the present manufacturing method A in a plating bath including zinc as a main component to form the galvanized layer or the zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet.

The present manufacturing method A1b is a manufacturing method of the present steel sheet A1.

The present manufacturing method A1b includes: immersing the steel sheet in a plating bath including zinc as a main component during dwelling in a range from 550 degrees C. to 300 degrees C. in the present manufacturing method A to form a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the steel sheet.

The present manufacturing method A1c is a manufacturing method of the present steel sheet A1.

The present manufacturing method A1c includes: forming a galvanized layer or a zinc alloy plated layer by electroplating on one surface or both surfaces of the the high-strength steel sheet excellent in formability and impact resistance in the present manufacturing method A.

The present manufacturing method A2 is a manufacturing method of the present steel sheet A2.

The present manufacturing method A2 includes: heating the galvanized layer or the zinc alloy plated layer of the present steel sheet A1 to a temperature in a range from 400 degrees C. to 600 degrees C. to apply an alloying treatment to the galvanized layer or the zinc alloy plated layer.

Process conditions of the present manufacturing method A will be described.

Main Heat Treatment Process

In heating the steel sheet a to a steel-sheet-heating temperature in a range from (Ac1+25) degrees C. to Ac3 point, the steel sheet a is heated so that the temperature history from 450 degrees C. to 650 degrees C. is defined to satisfy the formula (B) below and subsequently the temperature history from 650 degrees C. to 750 degrees C. is defined to satisfy the formula (C) below, and the steel sheet a is retained for 150 seconds or less at the heating temperature.

Steel-Sheet-Heating Temperature: (Ac1+25) Degrees C. to Ac3 Point

When the steel-sheet-heating temperature is less than (Ac1+25) degrees C., it is concerned that cementite in the steel sheet may remain undissolved to deteriorate machanical characteristics. Accordingly, the steel-sheet-heating temperature is determined to be equal to or more than (Ac1+25) degrees C., preferably equal to or more than (Ac1+40) degrees C.

On the other hand, the upper limit of the steel-sheet-heating temperature is determined to be Ac3 point. When the steel-sheet-heating temperature exceeds the Ac3 point, the entire microstructure becomes austenite and the lath structure disappears, so that acicular ferrite to be derived from the lath structure cannot be obtained. Therefore, the steel-sheet-heating temperature is defined to be equal to or less than the Ac3 point. Accordingly, in order to inherit the lath structure of the present steel sheet a and further improve the machanical characteristics, the steel-sheet-heating temperature is preferably equal to or less than (Ac3−10) degrees C., more preferably equal to or less than (Ac3−20) degrees C. The steel-sheet-heating temperature is indicated as “maximum heating temperature.”

Temperature region with limited heating rate: from 450 degrees C. to 650 degrees C.

Average heating rate: Formula (B)

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}10\right]& \\ a_0=1.00a_n=\frac{F}{C_n}·{t_n}^{\left(\frac{1}{K}\right)}+{10}^{\left(\frac{354+5n}{359+5n}·{\log }_{10}{a}_{n-1}\right)}K+{\log }_{10}{a}_{20}\le 3.20C_n:\left\{1.28+34·{\left(1-\frac{89+2n}{130}\right)}^2\right\}·{\mathrm{Si}}^{0.5}+0.13·{\mathrm{Mn}}^{0.5}+0.47·{\mathrm{Al}}^{0.5}+0.82·{\mathrm{Cr}}^{0.5}+1.70·{\mathrm{Mo}}^{0.5}& \left(B\right)\end{array}$

Each element of the chemical composition represents an added amount [mass %].

F: constant value, 2.57t_n: elapsed time [second] from (440+10n) degrees C. to (450+10n) degrees C.K: a value of the middle side of the formula (3)

The formula (B) is a formula consisting of terms of the formula (3) representing formation and growth behavior of carbides in the hot rolling process, the temperature history in a section from 450 degrees C. to 650 degrees C. in the hot rolling process, the temperature history controlling a size of carbides obtained after the intermediate heat treatment, and chemical composition strongly influencing the size of the carbides. When the temperature history in the temperature region ranging from 450 degrees C. to 650 degrees C. does not satisfy the formula (B), carbides in the microstructure a of the steel sheet a grows while decreasing in number. At the end of the heating, isotropic and fine austenite cannot be obtained and an average aspect ratio of a fine and island-shaped hard structure increases excessively. For this reason, the temperature history in the above limited temperature region needs to satisfy the formula (B).

A smaller value of the left side of the formula (B) is preferable. However, the value of the left side of the formula (B) is not smaller than the value of the middle side of the formula (3). A lower limit of the value of the left side of the formula (B) is equal to the value of the middle side of the formula (3). Moreover, since carbides grow while decreasing in number when the value of the left side of the formula (B) is large, the value of the left side of the formula (B) is preferably 3.00 or less, further preferably 2.80 or less.

The upper limit of the average heating rate in the above limited temperature region is not particularly limited. However, when the average heating rate exceeds 100 degrees per second, the effect is saturated although the growth of carbides with a decrease in number does not occur. Accordingly, 100 degrees per second is a practical upper limit of the average heating rate.

Temperature Region with Limited Heating Rate: from 650 Degrees C. to 750 Degrees C.

Average heating rate: Formula (C)

$\begin{array}{cc}\left[\mathrm{Numerical}\mathrm{Formula}11\right]& \\ 1.00\le \sum _{n=1}^{10}\frac{M}{N+P}·\exp \left(-\frac{Q}{918+10n}\right)·{t_n}^{0.5}\le 5.00& \left(C\right)\end{array}$

M: constant: 5.47×10¹⁰ K: a value of the left side of the formula (B)

P: 0.38Si+0.64Cr+0.34Mo

Each element of the chemical composition represents an added amount [mass %].

Q: 2.43×10⁴

t_n: elapsed time [second] from (640+10n) degrees C. to (650+10n) degrees C.

The formula (C) is a formula consisting of terms of the formula (B) representing formation and growth behavior of carbides in the hot rolling process, and chemical composition strongly influencing stability of the carbides. When the average heating rate in the temperature region ranging from 650 degrees C. to 750 degrees C. does not satisfy the formula (C), nucleation from carbides of 0.1 μm or more in the steel sheet for heat treatment do not proceed sufficiently and austenite is generated with the lath boundary as the nucleation site, whereby isotropic and fine austenite cannot be obtained and an average aspect ratio of a fine and island-shaped hard structure increases excessively. For this reason, the temperature history in the above limited temperature region needs to satisfy the formula (C).

When the value of the formula (C) is less than 1.00, austenite transformation having the lath boundary as the nucleation site occurs preferentially, so that a predetermined structure cannot be obtained. In order to avoid nucleation at the lath boundary and prioritize nucleation from fine carbides, the value of the formula (C) needs to be 1.00 or more, preferably 1.10 or more, further preferably 1.20 or more.

When the value of the formula (C) exceeds 5.00, austenite generated from some nucleation sites grows, uptake of fine carbides and coalescence of austenites progress, and a coarse aggregated structure develops. In order to avoid excessive growth of austenite, the value of the formula (C) needs to be 5.00 or less, preferably 4.50 or less, further preferably 3.50 or less.

Heating Retention Time: 150 Seconds or Less

Under the above conditions, the steel sheet a is heated to reach the steel-sheet-heating temperature (maximum heating temperature) and retained in a temperature region ranging from the steel-sheet-heating temperature to (steel-sheet-heating temperature−10 degrees C.) for 150 seconds or less. When the heating retention time exceeds 150 seconds, the microstructure may become austenite and the lath structure may disappear. Accordingly, the heating retention time is defined as 150 seconds or less, preferably 120 seconds or less. The lower limit of the heating retention time is not particularly limited. Although the heating retention time may be zero seconds, the heating retention time is preferably 10 seconds or more in order to completely dissolve coarse carbides.

Temperature Region with Limited Cooling Rate: From 700 Degrees C. To 550 Degrees C.

Average cooling rate: at least 10 degrees C. per second

In cooling the present steel sheet a after retained for 150 seconds or less at the heating temperature, the steel sheet a is cooled at the average cooling rate of at least 10 degrees C. per second in the temperature region from 700 degrees C. to 550 degrees C. When the average cooling rate is less than 10 degrees C. per second, aggregated ferrite may be generated and acicular ferrite may be sufficiently obtained, the average cooling rate in the temperature region from 700 degrees C. to 550 degrees C. is defined to be at least 10 degrees C. per second, preferably 25 degrees C. per second.

The upper limit of the average cooling rate is equivalent to the upper limit of a cooling capacity of cooling equipment and is at most about 200 degrees C. per second.

Cooling stop temperature: from 550 degrees C. to 300 degrees C.

Dwell time: 1000 seconds or less

The present steel sheet a after cooled at the average cooling rate of at least 10 degrees C. per second in the temperature region from 700 degrees C. to 550 degrees C. is cooled to the temperature region from 550 degrees C. to 300 degrees C. and is left to dwell in this temperature region for 1000 seconds or less. When the dwell time exceeds 1000 seconds, austenite is transformed into bainite, bainitic ferrite, pearlite and/or cementite to be decreased and an island-shaped hard structure having a sufficient volume fraction cannot be obtained. Accordingly, the dwell time in the above temperature region is defined as 1000 or less.

In the above temperature range, the dwell time is preferably 700 seconds or less, more preferably 500 seconds or less, in terms of increasing the volume fraction of the island-shaped hard structure and further increasing the strength. The shorter dwell time is preferable. However, since special cooling equipment is required to allow less than 0.3 second of the dwell time, the dwell time is preferably 0.3 second or more.

Moreover, in order to form residual austenite and further improve ductility of the steel sheet, dwell conditions in the above temperature region preferably satisfy the formula (4).

$\begin{array}{cc}\left[\mathrm{Numercial}\mathrm{Formula}12\right]& \\ [\sum _{n=1}^{10}1.29\times 10^2·\left\{\mathrm{Si}+0.9\mathrm{Al}·{\left(\frac{T\left(n\right)}{550}\right)}^2+0.3\left(\mathrm{Cr}+1.5\mathrm{Mo}\right)·\frac{T\left(n\right)}{550}\right\}·\hspace{1em}\hspace{1em}{\hspace{1em}{\left(B_s-T\left(n\right)\right)}^3·\exp \left(-\frac{1.44\times {10}^4}{T\left(n\right)+273}\right)·t^{0.5}]}^{-1}\le 1.00& \left(4\right)\end{array}$

T(n): an average temperature of the steel sheet in an n-th time zone obtained by equally dividing the dwell time into 10 parts

Bs point (degrees C.)=611-33[Mn]−17[Cr]−17[Ni]−21[Mo]−11[Si]+30[Al]+(24[Cr]+15[Mo]+5500[B]+240[Nb])/(8[C])

[element]: mass % of each element,

at Bs<T(n), (Bs−T(n))=0

t: total [seconds] of a dwell time in the temperature region from 550 degrees C. to 300 degrees C.

The above formula (4) is a formula expressing the tendency of C to be concentrated in untransformed austenite due to phase transformation in the temperature range 550 degrees C. to 300 degrees C. When the left side of the formula (4) exceeds 1.00, the concentration of C becomes insufficient, and austenite is transformed in the cooling process performed to room temperature, and a sufficient amount of residual austenite cannot be obtained. Accordingly, in order to sufficiently secure residual austenite, the left side of the formula (4) is preferably 1.00 or less, more preferably 0.85 or less, further preferably 0.70 or less.

In the production method A of the invention, the steel sheet after the main heat treatment may be tempered by being heated to a temperature in a range from 200 degrees C. to 600 degrees C. By performing the tempering treatment, martensite in the microstructure becomes tough tempered martensite, and in particular, impact resistance is improved. From this viewpoint, a tempering temperature is preferably 200 degrees C. or more, more preferably 230 degrees C. or more.

On the other hand, when the tempering temperature is excessively high, coarse carbides are generated and strength and formability are lowered. Therefore, the tempering temperature is preferably 600 degrees C. or less, more preferably 550 degrees C. or less. The time for tempering treatment is not particularly limited to a specific range. The time for tempering treatment may be appropriately set according to the chemical composition and the above heat history of the steel sheet.

In the present manufacturing method A, the steel sheet after the main heat treatment may be subjected to skin pass rolling with a rolling reduction of 2.0% or less. By subjecting the above steel sheet to skin pass rolling with a rolling reduction of 2.0% or less, the shape, and dimensional accuracy of the steel sheet can be improved. Even if the rolling reduction of skin pass rolling exceeds 2.0%, the effect cannot be expected to increase further, and there is concern about the harmful effects of structural changes due to an increase in the rolling reduction, so the rolling reduction is preferably 2.0% or less. Further, in the present manufacturing method A, the tempering treatment may be performed after the skin pass rolling, and conversely, the skin pass rolling may be performed after the tempering treatment. Alternatively, the skin pass rolling may be applied to the steel sheet both of before and after the tempering treatment.

Galvanized Layer and Zinc Alloy Plated Layer

A galvanized layer or a zinc alloy plated layer is formed on one surface or both surfaces of the present steel sheet A by the manufacturing methods A1a, A1b and Al c of the invention. The plating method is preferably a hot-dip galvanizing method or an electroplating method.

Process conditions of the present manufacturing method A1a will be described.

In the present manufacturing method A1a of the invention, the present steel sheet A is immersed in a plating bath including zinc as a main component to form a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the present steel sheet A.

Temperature of Plating Bath

The temperature of the plating bath is preferably from 450 degrees C. to 470 degrees C. When the temperature of the plating bath is less than 450 degrees C., the viscosity of the plating solution increases, it becomes difficult to control the thickness of the plated layer accurately, and the appearance of the steel sheet is impaired. Therefore, the temperature of the plating bath is preferably 450 degrees C. or more.

On the other hand, when the temperature of the plating bath exceeds 470 degrees C., a large amount of fume is formed from the plating bath and the working environment is deteriorated to lower the work safety. Therefore, the temperature of the plating bath is preferably 470 degrees C. or less.

The temperature of the present steel sheet A immersed in the plating bath is preferably in a range from 400 degrees C. to 530 degrees C. When the temperature of the steel sheet is less than 400 degrees C., a large amount of heat is required to stably maintain the temperature of the plating bath at 450 degrees C. or more, and the plating cost increases. Therefore, the temperature of the steel sheet is preferably 400 degrees C. or more, more preferably 430 degrees C. or more.

On the other hand, when the temperature of the steel sheet exceeds 530 degrees C., a large amount of heat must be removed to keep the temperature of the plating bath stable at 470 degrees C. or less, thereby increasing the plating cost. Therefore, the temperature of the steel sheet is preferably 530 degrees C. or less, more preferably 500 degrees C. or less.

Composition of Plating Bath

The plating bath mainly contains zinc and preferably has an effective Al amount of 0.01 to 0.30 mass % which is obtained by subtracting the entire Fe amount from the entire Al amount. When the effective Al amount of the galvanizing bath is less than 0.01 mass %, Fe excessively invades into the galvanizing layer or the zinc alloy plated layer, and the plating adhesion is lowered. The fore, the effective Al amount of the galvanizing bath is 0.01 mass % or more, more preferably 0.04 mass % or more.

On the other hand, when the effective Al amount of the galvanizing bath exceeds 0.30 mass %, Al oxides are excessively formed at the interface between the base iron and the galvanized layer or the zinc alloy plated layer, and the plating adhesion is significantly deteriorated. Therefore, the effective Al amount of the galvanizing bath is preferably 0.30 mass % or less. Since the Al oxides hinder movement of Fe atoms and Zn atoms to inhibit formation of the alloy phase in the subsequent alloying treatment, the effective Al amount of the plating bath is more preferably 0.20 mass % or less.

The plating bath may contain one or more of Ag, B, Be, Bi, Ca, Cd, Co, Cr, Cs, Cu, Ge, Hf, Zr, I, K, La, Li, Mg, Mn, Mo, Na, Nb, Ni, Pb, Rb, Sb, Si, Sn, Sr, Ta, Ti, V, W, Zr, and REM in order to improve corrosion resistance and formability.

The adhesion amount of plating is adjusted by pulling the steel sheet out of the plating bath and then spraying a high-pressure gas mainly including nitrogen on the surface of the steel sheet to remove excess plating solution.

Process conditions of the present manufacturing method A1b will be described.

In manufacturing a high-strength steel sheet excellent in formability and impact resistance according to the present manufacturing method A, the present manufacturing method A1b includes immersing the steel sheet in a plating bath including zinc as a main component during dwelling in the temperature region from 550 degrees C. to 300 degrees C. to form a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet.

Immersing the steel sheet in the plating bath can be performed at any timing in the dwell time in the temperature region from 550 degrees C. to 300 degrees C. Immediately after the temperature reaches 550 degrees C., the steel sheet can be immersed tin the plating bath and then dwell in the temperature region from 550 degrees C. to 300 degrees C. Alternatively, after the temperature reaches 550 degrees C., the steel sheet can dwell for a certain time in the temperature region from 550 degrees C. to 300 degrees C., subsequently be immersed in the plating bath, further dwell in this temperature region, and then be cooled to the room temperature. Alternatively, after the temperature reaches 550 degrees C., the steel sheet can dwell for a certain time in the temperature region from 550 degrees C. to 300 degrees C., subsequently be immersed in the plating bath and immediately be cooled to the room temperature.

Details other than the above are the same as those in the present manufacturing method A1a.

Process conditions of the present manufacturing method A1c of the invention (also referred to as the present manufacturing method A1c) will be described.

In the present manufacturing method A1c, a galvanized layer or a zinc alloy plated layer is formed on one surface or both surfaces of the present steel sheet A by electroplating.

Electroplating

In the present manufacturing method A1c, a galvanized layer or a zinc alloy plated layer is formed on one surface or both surfaces of the present steel sheet A under typical electroplating conditions.

Alloying of Galvanized Layer and Zinc Alloy Plated Layer

The present manufacturing method A2 includes heating a galvanized layer or a zinc alloy plated layer, which is formed on one surface or both surfaces of the present steel sheet A by the present manufacturing method A1a, A1b or Al c, to a temperature in a range from 400 degrees C. to 600 degrees C. for alloying. The heating time is preferably in a range from 2 to 100 seconds.

When the heating temperature is less than 400 degrees C. or the heating time is less than 2 seconds, alloying does not proceed sufficiently and the plating adhesion is not improved. Therefore, it is preferable that the heating temperature is 400 degrees C. or more and the heating time is 2 seconds or more.

On the other hand, when the heating temperature exceeds 600 degrees C. or the heating time exceeds 100 seconds, alloying excessively proceeds and the plating adhesion is lowered. Therefore, it is preferable that the heating temperature is 600 degrees C. or less and the heating time is 100 seconds or less. In particular, when the heating temperature is increased, the strength of the steel sheet tends to be lowered. Therefore, it is more preferable that the heating temperature is 550 degrees or less.

The alloying treatment may be performed at any timing after the plating. For instance, after the plating, the steel sheet may be cooled to the room temperature and again heated to perform the alloying treatment.

Examples

Next, Examples of the invention will be described. Conditions used in Examples are exemplarily adopted for checking the feasibility and effect of the invention. The invention is not limited to the exemplary conditions. Various conditions are applicable to the invention as long as the conditions are not contradictory to the gist of the invention and are compatible with an object of the invention.

Example: Manufacture of Steel Sheet for Heat Treatment

Steel pieces were manufactured by casting molten steel with the chemical compositions shown in Tables 1 and 2. Next, the steel pieces are subjected to hot rolling and cold rolling under the conditions shown in Tables 3 and 4, and heat-treated (tempered) as appropriate to obtain steel sheets. When the tempering heat treatment is performed, numerical values are indicated in the “Tempering temperature” column in Tables 3 and 4.

TABLE 1
		Left
		side of	Bs
Chemical	Component Content (mass %)	Formula	point
component	C	Si	Mn	P	S	Al	N	O	Others	(1)	° C.
A	0.198	0.78	2.51	0.009	0.0036	0.022	0.0027	0.0004		1.66	520	Example
B	0.105	0.34	1.78	0.010	0.0028	0.222	0.0017	0.0009	Cr: 0.24, Mo: 0.08, B: 0.0018	1.74	569	Example
C	0.203	1.58	3.04	0.003	0.0046	0.081	0.0060	0.0021		2.66	496	Example
D	0.085	1.07	1.73	0.016	0.0010	0.037	0.0038	0.0016	Ti: 0.039, B: 0.0028	1.69	566	Example
E	0.432	0.84	1.37	0.009	0.0031	0.063	0.0053	0.0016		1.33	558	Example
F	0.229	0.86	2.16	0.013	0.0011	0.201	0.0056	0.0014		1.65	536	Example
G	0.165	0.02	2.81	0.014	0.0020	0.257	0.0018	0.0015	Nb: 0.009	1.05	527	Example
H	0.136	0.59	4.37	0.002	0.0015	0.851	0.0029	0.0008		2.25	486	Example
I	0.240	0.07	3.77	0.012	0.0049	1.212	0.0011	0.0009	V: 0.054	1.57	522	Example
J	0.198	0.48	1.80	0.010	0.0025	0.079	0.0089	0.0012	Cu: 0.26, Mg: 0.0022	1.12	549	Example
K	0.281	0.76	1.69	0.005	0.0020	0.163	0.0022	0.0001	Ti: 0.160	1.42	552	Example
L	0.177	1.27	2.18	0.014	0.0024	0.097	0.0041	0.0005	Nb: 0.064, Ca: 0.0012	2.08	539	Example
M	0.138	2.24	1.05	0.002	0.0001	0.098	0.0050	0.0014	Cr: 0.15, Ni: 0.22	3.04	552	Example
N	0.231	1.72	0.63	0.030	0.0001	0.030	0.0032	0.0004	Cr: 0.64	3.74	570	Example
O	0.095	2.02	0.85	0.046	0.0004	0.013	0.0049	0.0004	Ni: 1.27, Cu: 0.28	2.32	540	Example
P	0.129	1.92	1.32	0.015	0.0080	0.029	0.0039	0.0016	V: 0.186	2.39	547	Example
Q	0.327	1.46	1.96	0.002	0.0012	0.320	0.0040	0.0008	Ti: 0.008, Nb: 0.025, B: 0.0007	2.21	544	Example
R	0.174	0.74	1.32	0.009	0.0009	0.003	0.0057	0.0022	Cr: 1.06, Zr: 0.0013	4.17	560	Example
S	0.233	1.32	2.40	0.008	0.0054	0.092	0.0048	0.0011	Ti: 0.087, REM: 0.0020	2.20	520	Example
T	0.184	0.37	2.36	0.001	0.0048	0.084	0.0108	0.0012	Ti: 0.024, Ca: 0.0013	1.22	532	Example
U	0.367	0.16	2.97	0.023	0.0047	1.681	0.0046	0.0013	Mo: 0.18	1.60	559	Example
V	0.232	1.90	1.15	0.015	0.0025	0.124	0.0031	0.0007	Nb: 0.030, Ni: 0.32, Ce: 0.0018	2.34	554	Example
W	0.138	0.26	1.51	0.003	0.0022	0.084	0.0061	0.0007	Ti: 0.039, Mo: 0.33	1.09	558	Example
X	0.186	1.25	2.07	0.013	0.0034	0.005	0.0032	0.0014	B: 0.0035, La: 0.0009	1.98	542	Example
Y	0.129	0.86	1.87	0.023	0.0014	0.063	0.0068	0.0015	W: 0.24	1.52	542	Example
Z	0.279	1.03	3.19	0.003	0.0073	0.130	0.0003	0.0004	Ca: 0.0029	2.17	498	Example

TABLE 2
		Left
		side of	Bs
Chemical	Component Content (mass %)	Formula	point
component	C	Si	Mn	P	S	Al	N	O	Others	(1)	° C.
AA	0.199	0.44	1.17	0.011	0.0045	0.020	0.0034	0.0016		0.85	568	Comparative
AB	0.045	1.24	2.05	0.009	0.0026	0.091	0.0041	0.0001		1.97	532	Comparative
AC	0.523	1.03	1.99	0.008	0.0023	0.023	0.0031	0.0011		1.73	535	Comparative
AD	0.198	3.05	2.09	0.010	0.0024	0.059	0.0049	0.0016		3.79	510	Comparative
AE	0.203	1.13	7.00	0.011	0.0063	0.101	0.0029	0.0004		3.60	371	Comparative
AF	0.205	1.05	0.32	0.008	0.0017	0.025	0.0016	0.0012		1.17	590	Comparative
AG	0.218	1.08	1.96	0.128	0.0061	0.018	0.0057	0.0008		1.77	535	Comparative
AH	0.210	1.15	2.03	0.010	0.0231	0.009	0.0065	0.0007		1.86	532	Comparative
AI	0.194	0.98	2.09	0.010	0.0030	2.325	0.0017	0.0011		2.06	601	Comparative
AJ	0.197	0.98	2.00	0.009	0.0031	0.050	0.0198	0.0001		1.69	536	Comparative
AK	0.214	1.06	2.01	0.011	0.0028	0.061	0.0028	0.0153		1.77	535	Comparative
※A value with underline indicates that the value is out of the scope of the invention.

TABLE 3
				Cold-
		Hot-rolling process		rolling
			Hot rolling	Left side	Left side	Middle		process
		Heating	completion	of	of	Side of	Tempering	Cold
Hot-rolled	Chemical	temperature	temperature	Formula	Formula	Formula	temperature	rolling
steel sheet	component	° C.	° C.	(A)	(2)	(3)	° C.	ratio %
1	A	1249	962	3.24	0.43	1.24	—	48	Example
2	A	1221	900	1.94	0.41	1.23	—	43	Example
3	A	1241	891	3.55	0.46	1.41	640	48	Example
4	A	1262	940	4.26	0.55	1.25	—	53	Example
5	B	1214	962	1.58	0.48	1.27	625	58	Example
6	B	1269	973	3.47	0.49	0.92	—	66	Comparative
7	C	1219	951	1.29	0.28	1.05	—	46	Example
8	C	1209	927	1.54	0.42	1.08	—	65	Example
9	C	1242	923	3.64	0.39	1.54	680	65	Comparative
10	D	1225	894	3.91	0.59	1.09	—	39	Example
11	D	1244	925	2.87	0.49	1.03	—	68	Example
12	E	1224	932	2.93	0.21	1.21	600	31	Example
13	F	1232	964	1.26	0.38	1.16	—	44	Example
14	F	1241	886	2.31	0.45	1.13	—	63	Example
15	F	1244	931	2.35	0.33	0.88	—	59	Comparative
16	G	1231	928	2.58	0.31	1.14	—	45	Example
17	G	1221	948	3.40	0.45	1.21	—	78	Example
18	H	1268	887	2.23	0.34	1.08	—	77	Example
19	I	1218	889	2.42	0.16	1.12	—	35	Example
20	I	1241	929	3.41	0.27	1.15	—	57	Example
21	J	1229	972	3.49	0.35	1.11	—	41	Example
22	K	1220	951	2.25	0.49	1.09	—	74	Example
23	K	1268	964	1.41	0.41	1.15	540	54	Example
24	L	1222	943	2.34	0.38	1.13	—	75	Example
25	L	1239	902	1.67	0.42	1.32	630	49	Example
26	M	1259	879	2.42	0.87	1.10	—	47	Example
27	M	1255	880	1.70	0.75	1.18	595	56	Example
28	N	1203	892	2.35	0.49	1.18	580	65	Example
29	N	1268	947	3.21	0.54	1.05	—	65	Example
30	O	1248	882	3.20	0.88	1.15	—	69	Example
31	O	1237	970	3.33	0.93	1.03	450	61	Example
32	O	1255	901	2.24	1.45	1.18	—	36	Comparative
33	P	1262	968	2.27	0.81	1.13	—	35	Example
34	P	1268	953	1.46	0.57	1.13	390	36	Example
※A value with underline indicates that the value is out of the scope of the invention.

TABLE 4
			Cold-
			rolling
		Hot-rolling process	process
			Hot rolling	Left side	Left side	Middle side		Cold
		Heating	completion	of	of	of	Tempering	rolling
Hot-rolled	Chemical	temperature	temperature	Formula	Formula	Formula	temperature	ratio
steel sheet	component	° C.	° C.	(A)	(2)	(3)	° C.	%
35	Q	1258	915	3.69	0.37	1.14	—	59	Example
36	Q	1266	911	3.98	0.42	1.41	660	57	Example
37	R	1272	916	1.47	0.41	1.21	550	58	Example
38	R	1244	926	1.21	0.65	1.14	—	45	Example
39	S	1217	970	3.67	0.36	1.08	—	41	Example
40	S	1270	964	1.58	0.43	1.45	670	47	Example
41	T	1231	948	3.99	0.29	1.20	—	31	Example
42	T	1231	948	1.63	0.29	1.24	670	60	Example
43	T	1231	948	2.61	0.29	1.55	—	68	Comparative
44	U	1221	894	2.68	0.24	1.15	—	41	Example
45	V	1253	891	2.94	0.48	1.18	600	44	Example
46	V	1255	887	2.69	0.80	1.14	—	73	Example
47	V	1222	908	2.07	1.06	1.16	—	67	Comparative
48	W	1222	917	3.05	0.83	1.21	—	39	Example
49	X	1235	963	1.12	0.64	1.25	—	64	Example
50	Y	1236	881	4.08	0.72	1.22	—	71	Example
51	Y	1260	972	2.04	0.53	1.08	—	54	Example
52	Z	1214	908	2.40	0.15	1.05	—	76	Example
53	Z	1228	928	1.51	0.30	1.19	—	45	Example
54	AA	1214	947	1.25	0.55	1.27	—	50	Comparative
55	AB	1222	952	3.16	0.77	1.10	—	50	Comparative
56	AC	Test was terminated because a slab was cracked during casting process.	Comparative
57	AD	Test was terminated because a slab was cracked during casting process.	Comparative
58	AE	Test was terminated because a slab was cracked during casting process.	Comparative
59	AF	1278	970	2.80	0.74	1.14	—	50	Comparative
60	AG	Test was terminated because a slab was cracked during casting process.	Comparative
61	AH	1256	959	2.73	0.34	1.12	—	50	Comparative
62	AI	Test was terminated because a slab was cracked during casting process.	Comparative
63	AJ	1238	926	2.47	0.36	1.14	—	50	Comparative
64	AK	1245	967	3.36	0.53	1.22	—	50	Comparative
65	C	1242	923	0.85	0.39	1.03	—	50	Comparative
66	F	1244	931	2.21	0.33	1.07	—	54	Example
67	T	1266	948	3.37	0.45	1.26	—	50	Example
68	X	1270	900	2.50	0.36	1.06	—	50	Comparative
※A value with underline indicates that the value is out of the scope of the invention.

The steel sheets shown in Tables 3 and 4 are subjected to the intermediate heat treatment under the conditions shown in Tables 5 to 7 and as required, subjected to the cold rolling to provide the steel sheets for heat treatment. In the intermediate heat treatment process, the “dwell time 2” in the cooling process means a dwell time in a range from 450 to 200 degrees C. When the cold rolling is performed, numerical values are indicated in the “cold rolling ratio” column in Tables 5 to 7. The microstructures of the obtained steel sheets for heat treatment are shown in Tables 8 to 10. Some steel sheets are divided and heat treated under a plurality of different conditions.

TABLE 5
			Intermediate heat treatment	Cold
			Heating process	Cooling process	rolling
Steel			Average	Maximum	Maximum			Average		Cold
sheet for			heating	heating	heating		Dwell	cooling	Dwell	rolling
heat	Hot-rolled	Chemical	rate	temperature	temperature-	Ac3	time	rate	time	ratio
treatment	steel sheet	component	° C./sec	° C.	Ac3° C.	° C.	1 sec	° C./sec	2 sec	%
1A	1	A	93	825	29	796	10	50	52	0.2	Example
1B	1	A	8	808	12	796	19	43	32	—	Comparative
2	2	A	39	784	−12	796	16	47	124	—	Example
3	3	A	58	811	15	796	45	95	19	—	Example
4	4	A	86	846	50	796	15	42	39	1.7	Example
5	5	B	86	857	13	844	23	32	50	1.0	Example
6	6	B	89	891	47	844	17	42	282	0.5	Comparative
7A	7	C	94	836	17	819	35	94	44	—	Example
7B	7	C	86	838	19	819	149	42	136	—	Comparative
8	8	C	91	877	58	819	16	37	31	0.5	Example
9	9	C	86	823	4	819	46	49	55	—	Comparative
10	10	D	38	905	48	857	19	70	341	—	Example
11	11	D	58	903	46	857	36	40	39	0.2	Example
12	12	E	88	821	38	783	38	42	131	1.0	Example
13	13	F	90	854	42	812	8	43	36	—	Example
14A	14	F	65	789	−23	812	22	48	29	—	Example
14B	14	F	89	759	−53	812	54	42	60	0.7	Comparative
15	15	F	90	832	20	812	20	48	30	0.9	Comparative
16	16	G	95	793	−4	797	46	42	26	—	Example
17	17	G	88	813	16	797	26	48	46	—	Example
18	18	H	91	868	31	837	12	46	31	1.4	Example
19A	19	I	89	870	21	849	50	103	27	0.6	Example
19B	19	I	67	864	15	849	163	46	42	—	Comparative
20	20	I	91	892	43	849	20	43	24	—	Example
21	21	J	87	838	31	807	38	49	13	—	Example
22	22	K	68	829	10	819	8	47	42	—	Example
23	23	K	85	859	40	819	22	50	8	—	Example
※value with underline indicates that the value is out of the scope of the invention

TABLE 6
			Intermediate heat treatment	Cold
			Heating process	Cooling process	rolling
Steel			Average	Maximum	Maximum			Average		Cold
sheet for			heating	heating	heating		Dwell	cooling	Dwell	rolling
heat	Hot-rolled	Chemical	rate	temperature	temperature-	Ac3	time	rate	time	ratio
treatment	steel sheet	component	° C./sec	° C.	Ac3 ° C.	° C.	1 sec	° C./sec	2 sec	%
24	24	L	95	861	37	824	82	43	61	—	Example
25	25	L	91	855	31	824	51	47	7	1.7	Example
26	26	M	93	945	46	899	48	41	21	—	Example
27	27	M	126	945	46	899	54	67	62	3.3	Example
28	28	N	63	869	13	856	8	128	28	—	Example
29	29	N	92	868	12	856	7	48	23	0.4	Example
30A	30	O	89	913	26	887	12	39	29	—	Example
30B	30	O	95	841	−46	887	17	50	45	—	Comparative
31	31	O	94	924	37	887	13	40	46	0.7	Example
32	32	O	69	916	29	887	25	48	59	1.2	Comparative
33	33	P	95	918	25	893	10	31	241	—	Example
34	34	P	67	920	27	893	21	47	18	—	Example
35A	35	Q	89	874	47	827	1	42	41	0.5	Example
35B	35	Q	89	963	136	827	26	37	44	—	Comparative
36	36	Q	95	840	13	827	5	41	45	—	Example
37	37	R	33	869	48	821	10	75	124	0.9	Example
38	38	R	287	866	45	821	12	46	261	0.8	Example
39A	39	S	87	853	41	812	15	33	32	—	Example
39B	39	S	90	823	11	812	16	21	37	—	Comparative
40	40	S	56	861	49	812	14	50	46	—	Example
41A	41	T	93	849	37	812	21	36	56	—	Example
41B	41	T	90	836	24	812	22	18	36	—	Comparative
42	42	T	93	828	16	812	64	103	64	3.3	Example
43	43	T	92	854	42	812	44	76	219	—	Comparative
44	44	U	59	965	17	948	8	49	299	—	Example
※value with underline indicates that the value is out of the scope of the invention.

TABLE 7
			Intermediate heat treatment	Cold
			Heating process	Cooling process	rolling
Steel	Hot-		Average	Maximum	Maximum			Average		Cold
sheet for	rolled		heating	heating	heating		Dwell	cooling	Dwell	rolling
heat	steel	Chemical	rate	temperature	temperature-	Ac3	time	rate	time	ratio
treatment	sheet	component	° C./sec	° C.	Ac3 ° C.	° C.	1 sec	° C./sec	2 sec	%
45	45	V	69	892	22	870	23	40	44	0.1	Example
46A	46	V	124	886	16	870	21	48	33	—	Example
46B	46	V	23	896	26	870	51	30	29	—	Comparative
47	47	V	95	888	18	870	40	68	63	0.6	Comparative
48	48	W	57	881	49	832	2	42	65	—	Example
49	49	X	95	838	4	834	9	39	32	—	Example
50	50	Y	87	887	46	841	49	40	44	—	Example
51	51	Y	57	878	37	841	11	46	31	0.3	Example
52	52	Z	86	817	34	783	58	43	36	—	Example
53	53	Z	57	846	63	783	15	96	40	—	Example
54	54	AA	75	854	18	836	15	44	42	—	Comparative
55	55	AB	78	886	23	863	10	41	40	1.6	Comparative
56	56	AC	Test was terminated because a slab was cracked during casting process.	Comparative
57	57	AD	Test was terminated because a slab was cracked during casting process.	Comparative
58	58	AE	Test was terminated because a slab was cracked during casting process.	Comparative
59	59	AF	90	863	18	845	16	35	36	—	Comparative
60	60	AG	Test was terminated because a slab was cracked during casting process.	Comparative
61	61	AH	92	831	21	810	8	48	51	—	Comparative
62	62	AI	Test was terminated because a slab was cracked during casting process.	Comparative
63	63	AJ	86	844	28	816	14	40	33	1.3	Comparative
64	64	AK	86	841	19	822	7	41	35	1.8	Comparative
65	65	C	35	868	49	819	23	47	70	—	Comparative
66	66	F	57	851	39	812	15	95	58	4.6	Example
67	67	T	42	817	5	812	21	40	36	7.3	Example
68	68	X	91	853	19	834	7	42	56	26.0	Comparative
※value with underline indicates that the value is out of the scope of the invention.

TABLE 8
			Steel sheet for heat treatment
				Carbide having
				equivalent circle
Steel				diameter of 0.1 μm
sheet			Volume fraction	or more in lath
for	Hot-	Chem-					(Sum				structure
heat	rolled	ical		Tempered		Bainitic	of lath	Aggregated	Residual	Other	Density	Average
treat-	steel	com-	Martensite	martensite	Bainite	ferrite	structure)	ferrite	austenite	structure	1010	size
ment	sheet	ponent	%	%	%	%	%	%	%	%	pieces/m2	μm
1A	1	A	0	56	22	9	87	11	2	0	2.9	0.41	Example
1B	1	A	45	25	10	11	91	7	0	2	0.3	0.30	Comparative
2	2	A	0	41	33	7	81	16	3	0	2.3	0.36	Example
3	3	A	0	85	5	9	99	0	1	0	2.0	0.70	Example
4	4	A	4	51	28	7	90	10	0	0	3.4	0.33	Example
5	5	B	0	34	37	15	86	12	1	1	1.2	0.79	Example
6	6	B	3	20	40	20	83	14	2	1	0.5	0.28	Comparative
7A	7	C	23	52	7	15	97	0	3	0	5.2	0.28	Example
7B	7	C	41	9	13	28	91	4	5	0	0.2	0.18	Comparative
8	8	C	9	60	3	15	87	10	3	0	2.9	0.40	Example
9	9	C	0	70	3	21	94	3	3	0	0.2	1.31	Comparative
10	10	D	12	3	55	22	92	5	3	0	1.2	0.36	Example
11	11	D	5	34	16	32	87	12	1	0	1.5	0.23	Example
12	12	E	0	43	17	23	83	12	5	0	9.9	0.76	Example
13	13	F	0	70	14	4	88	11	0	1	5.7	0.41	Example
14A	14	F	4	64	10	4	82	17	0	1	3.8	0.37	Example
14B	14	F	3	22	12	4	41	51	4	4	2.3	0.38	Comparative
15	15	F	24	48	8	6	86	13	0	1	0.3	0.22	Comparative
16	16	G	7	60	18	0	85	15	0	0	2.2	0.29	Example
17	17	G	0	52	32	0	84	14	0	2	1.4	0.31	Example
18	18	H	0	83	5	6	94	6	0	0	4.0	0.48	Example
19A	19	I	0	82	15	0	97	3	0	0	12.4	0.23	Example
19B	19	I	38	38	11	0	87	12	1	0	0.2	0.19	Comparative
20	20	I	0	81	4	0	85	14	1	0	8.9	0.35	Example
21	21	J	12	61	9	1	83	16	1	0	3.0	0.25	Example
22	22	K	13	37	22	12	84	13	1	2	4.0	0.44	Example
23	23	K	0	72	7	5	84	15	1	0	3.5	0.60	Example
※value with underline indicates that the value is out of the scope of the invention.

TABLE 9
			Steel sheet for heat treatment
			Volume fraction
Steel	Hot-	Chem-		Tem-			(Sum of	Aggre-	Resid-
sheet for	rolled	ical	Mar-	pered		Bainitic	lath struc-	gated	ual aus-
heat	steel	compo-	tens-	martens-	Bain-	ferrite	ture)	ferrite	tenite
treatment	sheet	nent	ite %	ite %	ite %	%	%	%	%
24	24	L	23	34	18	17	92	8	0
25	25	L	0	88	2	3	93	7	0
26	26	M	5	48	0	38	91	8	1
27	27	M	0	52	0	44	96	2	2
28	28	N	0	70	6	23	99	0	0
29	29	N	8	60	4	23	95	2	3
30A	30	O	0	50	0	43	93	7	0
30B	30	O	0	32	0	34	66	34	0
31	31	O	0	42	0	48	90	8	0
32	32	O	26	14	0	52	92	8	0
33	33	P	2	25	4	57	88	6	6
34	34	P	0	55	2	33	90	9	1
35A	35	Q	0	74	3	16	93	4	1
35B	35	Q	21	40	6	25	92	5	3
36	36	Q	0	66	5	17	88	7	5
37	37	R	0	37	24	36	97	1	2
38	38	R	0	35	32	23	90	5	5
39A	39	S	0	57	8	18	83	14	3
39B	39	S	0	56	2	11	69	28	2
40	40	S	0	63	8	21	92	7	1
41A	41	T	0	57	22	2	81	19	0
41B	41	T	0	51	14	0	65	33	0
42	42	T	0	64	28	3	95	4	0
43	43	T	0	36	49	3	88	7	4
44	44	U	13	36	32	8	89	7	4
	Steel sheet for heat treatment
			Carbide having equivalent
		Volume fraction	circle diameter of 0.1 μm
	Steel	Other	or more in lath structure
	sheet for	struc-	Density
	heat	ture	1010	Average
	treatment	%	pieces/m2	size μm
	24	0	4.3	0.38	Example
	25	0	2.3	0.73	Example
	26	0	1.9	0.31	Example
	27	0	1.2	0.43	Example
	28	1	5.1	0.78	Example
	29	0	5.0	0.37	Example
	30A	0	1.2	0.39	Example
	30B	0	1.6	0.34	Comparative
	31	2	1.1	0.50	Example
	32	0	0.6	0.31	Comparative
	33	0	1.6	0.31	Example
	34	0	2.9	0.35	Example
	35A	2	8.2	0.55	Example
	35B	0	0.0	—	Comparative
	36	0	4.3	0.67	Example
	37	0	4.5	0.59	Example
	38	0	4.6	0.36	Example
	39A	0	6.3	0.49	Example
	39B	1	6.1	0.40	Comparative
	40	0	1.5	0.93	Example
	41A	0	3.4	0.33	Example
	41B	2	3.5	0.35	Comparative
	42	1	1.2	0.51	Example
	43	1	0.1	1.23	Comparative
	44	0	10.7	0.39	Example
	※A value with underline indicates that the value is out of the scope of the invention.

TABLE 10
			Steel sheet for heat treatment
			Volume fraction
Steel	Hot-	Chem-		Tem-				Aggre-	Resid-
sheet for	rolled	ical	Mar-	pered		Bainitic	(Sum of	gated	ual aus-
heat	steel	compo-	tens-	martens-	Bain-	ferrite	lath struc-	ferrite	tenite
treatment	sheet	nent	ite %	ite %	ite %	%	ture) %	%	%
45	45	V	0	45	4	43	92	7	0
46A	46	V	4	53	3	29	89	8	3
46B	46	V	20	33	3	30	86	12	0
47	47	V	21	37	3	32	93	3	4
48	48	W	0	28	50	6	84	15	1
49	49	X	13	51	11	13	88	10	0
50	50	Y	3	35	35	13	86	12	1
51	51	Y	0	47	21	23	91	9	0
52	52	Z	0	81	5	4	90	9	1
53	53	Z	16	68	7	3	94	4	2
54	54	AA	2	34	28	17	81	17	2
55	55	AB	0	11	35	18	64	36	0
56	56	AC	Test was terminated because a slab was cracked during casting process.
57	57	AD	Test was terminated because a slab was cracked during casting process.
58	58	AE	Test was terminated because a slab was cracked during casting process.
59	59	AF	6	0	17	35	58	42	0
60	60	AG	Test was terminated because a slab was cracked during casting process.
61	61	AH	4	54	13	18	89	6	3
62	62	AI	Test was terminated because a slab was cracked during casting process.
63	63	AJ	0	54	12	22	88	8	2
64	64	AK	8	55	15	12	90	9	0
65	65	C	14	57	6	17	94	1	4
66	66	F	0	66	17	11	94	3	3
67	67	T	5	57	22	1	85	13	1
68	68	X	0	0	0	0	0	0	3
	Steel sheet for heat treatment
	Carbide having equivalent
	Volume fraction	circle diameter of 0.1 μm
Steel	Other	or more in lath structure
sheet for	struc-	Density
heat	ture	1010	Average
treatment	%	pieces/m2	size μm
45	1	2.0	0.74	Example
46A	0	3.4	0.43	Example
46B	2	0.4	0.28	Comparative
47	0	0.8	0.39	Comparative
48	0	1.1	0.47	Example
49	2	2.6	0.36	Example
50	1	1.2	0.22	Example
51	0	1.6	0.29	Example
52	0	18.2	0.33	Example
53	0	8.2	0.44	Example
54	0	0.5	0.30	Comparative
55	0	0.0	0.35	Comparative
56	Test was terminated because a slab was cracked during casting process.	Comparative
57	Test was terminated because a slab was cracked during casting process.	Comparative
58	Test was terminated because a slab was cracked during casting process.	Comparative
59	0	1.7	0.33	Comparative
60	Test was terminated because a slab was cracked during casting process.	Comparative
61	2	7.4	0.40	Comparative
62	Test was terminated because a slab was cracked during casting process.	Comparative
63	2	4.1	0.34	Comparative
64	1	4.4	0.35	Comparative
65	1	0.7	0.36	Comparative
66	0	3.4	0.61	Example
67	1	1.4	0.42	Example
68	97	4.8	0.35	Comparative
※A value with underline indicates that the value is out of the scope of the invention.

Examples: Manufacture of High-Strength Steel Sheet

Steel sheets for heat treatment shown in Tables 8 to 10 are subjected to the main heat treatment under the conditions shown in Tables 11 to 14, and as required, are subjected to the skin pass and/or the heat treatment (tempering). For reference, the average heating rate in a range from 450 to 650 degrees C. in the heat treatment is indicated as an “average heating rate 1” and the average heating rate in a range from 650 to 750 degrees C. in the heat treatment is indicated as an “average heating rate 2” in Tables. The retention time at the steel sheet heating temperature (maximum heating temperature) is indicated as a “dwell time 1” in Tables. In the cooling process, the average cooling rate in the temperature region of 700 degrees C. to 550 degrees C. is indicated as an “average cooling rate” and the temperature at which cooling is stopped and starts to dwell is indicated as a “cooling stop temperature”, and the dwell time in is indicated as a “dwell time 2” in Tables. When the skin pass rolling is performed, numerical values are indicated in the “skin pass rolling ratio” column in Tables 11 to 14. When the tempering heat treatment is performed, numerical values are indicated in the “tempering treatment” column in Tables 11 and 14.

Some of the steel sheets for heat treatment are subjected to the plating treatment under conditions shown in Table 15 in addition to the main heat treatment shown in Tables 11 to 14. In the “Surface” column of Table 15, EG means electroplating, GI means hot-dip plating (forming a galvanized layer), and GA means hot-dip plating (forming a zinc alloy plated layer).

TABLE 11
				Main heat treatment
				Heating process
									Maximum
	Steel							Maximum	heating		Ac3-
	sheet	Hot-		Average		Average	Middle	heating	temper-		Maximum
	for	rolled	Chemical	heating	For-	heating	side of	temper-	ature-		heating		Dwell
Exam-	heat	steel	compo-	rate 1	mula	rate 2	Formula	ature	Ac1	Ac1	temperature	Ac3	time
ple	treatment	sheet	nent	° C./sec	(B)	° C./sec	(C)	° C.	° C.	° C.	° C.	° C.	1 sec
1	1A	1	A	9	2.61	4	1.22	765	68	697	31	796	73
2	1A	1	A	64	1.92	3	1.64	772	75	697	24	796	40
3	1A	1	A	9	2.79	3	1.41	757	60	697	39	796	70
4	1A	1	A	0.3	3.70	2	1.07	756	59	697	40	796	43
5	1B	1	A	9	2.38	1	2.27	758	61	697	38	796	70
6	2	2	A	6	2.58	2	1.73	764	67	697	32	796	45
7	2	2	A	9	2.38	3	1.48	762	65	697	34	796	71
8	3	3	A	8	2.84	3	1.33	752	55	697	44	796	12
9	3	3	A	67	2.17	2	1.89	770	73	697	26	796	45
10	4	4	A	89	1.81	3	1.92	767	70	697	29	796	17
11	4	4	A	8	2.55	3	1.49	754	57	697	42	796	42
12	5	5	B	68	1.76	3	1.88	795	76	719	49	844	68
13	6	6	B	14	2.08	1	3.54	821	102	719	23	844	12
14	7A	7	C	13	2.21	1	1.98	803	90	713	16	819	72
15	7B	7	C	5	2.39	2	1.26	777	64	713	42	819	44
16	8	8	C	6	2.52	3	1.03	776	63	713	43	819	40
17	8	8	C	62	1.70	1	2.53	716	3	713	103	819	68
18	9	9	C	60	2.19	3	1.28	769	56	713	50	819	15
19	10	10	D	12	2.20	1	3.20	823	105	718	34	857	73
20	11	11	D	9	2.22	3	1.73	798	80	718	59	857	16
21	11	11	D	12	2.17	4	1.45	812	94	718	45	857	15
22	12	12	E	8	2.44	3	1.62	761	41	720	22	783	133
23	13	13	F	4	2.64	3	1.28	768	56	712	44	812	15
24	14A	14	F	7	2.47	4	1.22	778	66	712	34	812	71
25	14B	14	F	4	2.79	5	1.06	771	59	712	41	812	71
26	15	15	F	6	2.34	4	1.29	768	56	712	44	812	41
	Main heat treatment
	Cooling process		Tempering treatment
			Stop			Skin			Rolling
		Average	cooling		Left-	pass	Treatment	Treat-	reduction
		cooling	temper-	Dwell	side of	rolling	temper-	ment	after
	Exam-	rate	ature	time	Formula	rate	ature	time	treatment
	ple	° C./sec	° C.	2 sec	(4)	%	° C.	sec	%
	1	65	400	124	0.45	0.7	—	—	—	Example
	2	62	450	28	0.96	0.4	—	—	—	Example
	3	3	438	41	0.87	0.2	—	—	—	Comparative
	4	61	400	402	0.26	0.4	—	—	—	Comparative
	5	97	458	146	0.47	0.4	—	—	—	Comparative
	6	33	448	225	0.55	0.1	—	—	—	Example
	7	62	468	397	0.34	0.3	539	10	0.2	Example
	8	28	416	40	0.71	0.5	—	—	—	Example
	9	32	430	474	0.24	0.1	240	45940	0.3	Example
	10	30	444	298	0.32	—	—	—	—	Example
	11	33	449	128	0.63	1.8	—	—	—	Example
	12	31	392	76	0.18	0.5	—	—	—	Example
	13	33	484	155	0.18	0.3	—	—	—	Comparative
	14	59	449	248	0.39	0.2	—	—	—	Example
	15	27	493	136	0.68	0.3	—	—	—	Comparative
	16	32	411	39	0.90	0.5	—	—	—	Example
	17	29	379	122	0.43	0.3	—	—	—	Comparative
	18	35	481	32	0.88	0.6	—	—	—	Comparative
	19	59	392	34	0.19	1.7	—	—	—	Example
	20	35	526	62	0.14	—	—	—	—	Example
	21	37	400	795	0.04	0.1	—	—	—	Example
	22	93	506	350	0.09	0.4	—	—	—	Example
	23	35	497	165	0.22	0.5	294	149	—	Example
	24	34	385	166	0.19	0.4	—	—	—	Example
	25	88	452	46	0.37	0.5	—	—	—	Comparative
	26	97	324	140	0.20	0.1	—	—	—	Comparative
	※A value with underline indicates that the value is out of the scope of the invention.

TABLE 12
				Main heat treatment
				Heating process
									Maximum		Ac3-
	Steel							Maximum	heating		Maximum
	sheet	Hot-		Average		Average	Middle	heating	temper-		heating
	for	rolled	Chemical	heating	For-	heating	side of	temper-	ature-		temper-		Dwell
Exam-	heat	steel	compo-	rate 1	mula	rate 2	Formula	ature	Ac1	Ac1	ature	Ac3	time
ple	treatment	sheet	nent	° C./sec	(B)	° C./sec	(C)	° C.	° C.	° C.	° C.	° C.	1 sec
27	16	16	G	97	2.11	0.8	3.12	761	46	715	36	797	101
28	17	17	G	7	3.11	3	1.04	766	51	715	31	797	13
29	17	17	G	12	2.69	1	1.95	766	51	715	31	797	40
30	18	18	H	4	2.52	0.4	2.67	765	76	689	72	837	14
31	18	18	H	34	2.10	3	1.22	796	107	689	41	837	72
32	19A	19	I	93	1.85	9	1.17	809	104	705	40	849	100
33	19B	19	I	12	2.59	4	1.26	754	49	705	95	849	98
34	20	20	I	70	2.09	6	1.18	769	64	705	80	849	69
35	20	20	I	5	2.92	2	1.49	792	87	705	57	849	16
36	21	21	J	37	2.13	8	1.27	785	81	704	22	807	4
37	22	22	K	92	1.54	7	1.66	788	62	726	31	819	96
38	23	23	K	96	1.91	4	2.15	811	85	726	8	819	101
39	23	23	K	5	2.43	4	1.24	796	70	726	23	819	16
40	24	24	L	14	2.29	2	1.80	777	57	720	47	824	68
41	25	25	L	7	2.67	2	1.69	768	48	720	56	824	73
42	25	25	L	36	2.11	7	1.34	777	57	720	47	824	16
43	26	26	M	8	2.50	9	1.24	820	66	754	79	899	44
44	27	27	M	13	2.19	4	1.91	868	114	754	31	899	13
46	28	28	N	4	2.80	7	1.18	815	54	761	41	856	70
47	29	29	N	11	2.24	0.6	4.83	812	51	761	44	856	41
49	30A	30	O	4	2.70	3	2.00	837	123	714	50	887	7
50	30B	30	O	4	2.44	3	1.17	814	100	714	73	887	14
51	31	31	O	61	1.69	1	2.65	791	77	714	96	887	17
52	32	32	O	70	1.65	2	3.25	830	116	714	57	887	42
	Main heat treatment
	Cooling process		Tempering treatment
			Stop			Skin			Rolling
		Average	cooling		Left	pass	Treatment	Treat-	reduction
		cooling	tempera-	Dwell	side of	rolling	temper-	ment	after
	Exam-	rate	ture	time 2	Formula	rate	ature	time	treatment
	ple	° C./sec	° C.	sec	(4)	%	° C.	sec	%
	27	35	485	420	0.93	0.7	—	—	—	Example
	28	87	334	329	0.95	0.1	—	—	—	Example
	29	34	366	418	0.98	1.0	—	—	—	Example
	30	36	355	356	0.58	0.5	—	—	—	Example
	31	18	390	429	0.53	0.2	—	—	—	Example
	32	37	379	461	0.26	0.4	459	13	—	Example
	33	37	421	35	0.92	0.3	—	—	—	Comparative
	34	30	487	283	0.39	0.3	—	—	—	Example
	35	32	399	31	0.93	0.1	—	—	—	Example
	36	28	488	21	0.76	0.5	—	—	—	Example
	37	87	435	294	0.11	0.4	—	—	—	Example
	38	97	406	87	0.23	0.1	—	—	—	Example
	39	63	396	1318	0.05	0.4	—	—	—	Comparative
	40	29	376	139	0.14	1.3	—	—	—	Example
	41	31	381	37	0.26	—	—	—	—	Example
	42	31	452	28	0.33	0.9	—	—	—	Example
	43	96	388	178	0.05	1.5	284	7198	0.3	Example
	44	13	394	31	0.13	0.5	—	—	—	Example
	46	67	478	291	0.03	0.2	—	—	—	Example
	47	32	413	40	0.09	0.5	—	—	—	Example
	49	60	348	120	0.10	1.1	—	—	—	Example
	50	37	377	136	0.11	0.2	—	—	—	Comparative
	51	35	450	536	0.05	0.3	—	—	—	Example
	52	32	443	228	0.07	0.3	—	—	—	Comparative

TABLE 13
				Main heat treatment
				Heating process
									Maximum		Ac3-
	Steel							Maximum	heating		Maximum
	sheet	Hot-	Chem-	Average		Average	Middle	heating	temper-		heating
	for	rolled	ical	heating	For-	heating	side of	temper-	ature-		temper-		Dwell
Exam-	heat	steel	compo-	rate 1	mula	rate 2	Formula	ature	Ac1	Ac1	ature	Ac3	time
ple	treatment	sheet	nent	° C./sec	(B)	° C./sec	(C)	° C.	° C.	° C.	° C.	° C.	1 sec
53	33	33	P	60	1.78	8	1.47	819	78	741	74	893	13
54	34	34	P	12	2.26	3	1.75	857	116	741	36	893	142
55	34	34	P	14	2.32	4	1.61	901	160	741	−8	893	100
56	35A	35	Q	5	2.80	3	1.46	783	46	737	44	827	72
57	35B	35	Q	32	2.09	3	1.89	785	48	737	42	827	17
58	36	36	Q	6	2.32	2	2.01	795	58	737	32	827	15
59	37	37	R	10	2.31	3	1.69	798	60	738	23	821	13
60	38	38	R	68	1.60	2	1.81	787	49	738	34	821	100
61	38	38	R	65	1.82	4	1.89	787	49	738	34	821	73
62	39A	39	S	213	1.27	3	2.17	776	69	707	36	812	15
63	39B	39	S	12	2.22	3	1.47	752	45	707	60	812	13
64	40	40	S	66	1.98	2	1.80	790	83	707	22	812	71
65	40	40	S	8	2.47	3	1.14	789	82	707	23	812	516
66	41A	41	T	36	2.10	1	2.14	780	82	698	32	812	15
67	41B	41	T	32	2.20	3	1.45	752	54	698	60	812	17
68	42	42	T	60	2.21	3	1.46	782	84	698	30	812	70
69	43	43	T	15	2.89	3	1.30	764	66	698	48	812	40
70	44	44	U	94	1.79	8	1.66	921	178	743	27	948	117
71	45	45	V	13	2.35	5	1.48	813	57	756	57	870	45
72	46A	46	V	5	2.33	0.7	3.61	838	82	756	32	870	12
73	46B	46	V	6	2.29	3	1.73	815	59	756	55	870	16
74	47	47	V	9	2.33	3	1.86	817	61	756	53	870	45
75	48	48	W	40	2.02	7	1.49	762	50	712	70	832	40
76	49	49	X	4	2.70	3	1.26	800	90	710	34	834	69
77	50	50	Y	14	2.40	7	1.46	829	123	706	12	841	101
78	51	51	Y	70	1.81	3	1.86	802	96	706	39	841	45
	Main heat treatment
	Cooling process		Tempering treatment
			Stop			Skin			Rolling
		Average	cooling		Left	pass	Treatment	Treat-	reduction
		cooling	tempera-	Dwell	side of	rolling	temper-	ment	after
	Exam-	rate	ture	time	Formula	rate	ature	time	treatment
	ple	° C./sec	° C.	2 sec	(4)	%	° C.	sec	%
	53	60	362	411	0.04	1.0	328	9	0.6	Example
	54	89	435	392	0.05	0.1	—	—	—	Example
	55	35	401	40	0.15	0.3	—	—	—	Comparative
	56	33	425	62	0.17	0.4	—	—	—	Example
	57	27	384	21	0.26	0.2	—	—	—	Comparative
	58	34	478	396	0.06	0.2	—	—	—	Example
	59	32	460	137	0.10	0.5	—	—	—	Example
	60	62	498	141	0.12	0.2	218	233	0.2	Example
	61	28	401	5	0.71	0.5	—	—	—	Example
	62	36	451	44	0.46	—	251	18	0.4	Example
	63	34	466	126	0.27	0.3	—	—	—	Comparative
	64	87	441	50	0.42	0.5	—	—	—	Example
	65	33	480	67	0.41	0.3	—	—	—	Comparative
	66	67	529	41	0.98	0.5	—	—	—	Example
	67	30	451	58	0.81	1.6	—	—	—	Comparative
	68	27	434	138	0.56	1.6	—	—	—	Example
	69	27	444	164	0.60	0.3	—	—	—	Comparative
	70	36	541	316	0.08	0.4	—	—	—	Example
	71	31	545	50	0.12	0.1	—	—	—	Example
	72	27	459	174	0.05	0.1	—	—	—	Example
	73	94	420	245	0.05	0.2	—	—	—	Comparative
	74	32	494	242	0.06	0.5	—	—	—	Comparative
	75	32	446	167	0.21	0.3	—	—	—	Example
	76	31	368	167	0.14	0.2	517	26	—	Example
	77	28	373	59	0.33	0.4	—	—	—	Example
	78	30	321	66	0.34	—	493	27	0.3	Example
	※A value with underline indicates that the value is out the scope of the invention.

	TABLE 14
	Main heat treatment
	Heating process
									Maximum		Ac3-
	Steel							Maximum	heating		Maximum
	sheet	Hot-	Chem-	Average		Average	Middle	heating	temper-		heating
	for	rolled	ical	heating	For-	heating	side of	temper-	ature-		temper-		Dwell
Exam-	heat	steel	compo-	rate 1	mula	rate 2	Formula	ature	Ac1	Ac1	ature	Ac3	time
ple	treatment	sheet	nent	° C./sec	(B)	° C./sec	(C)	° C.	° C.	° C.	° C.	° C.	1 sec
79	51	51	Y	3	2.83	5	1.11	727	21	706	114	841	43
80	52	52	Z	3	2.89	1	1.64	757	66	691	26	783	72
81	52	52	Z	9	2.31	2	1.30	756	65	691	27	783	45
82	53	53	Z	4	2.72	2	1.19	747	56	691	36	783	17
83	54	54	AA	7	2.71	3	1.56	804	81	723	32	836	71
84	55	55	AB	10	2.14	2	1.83	832	117	715	31	863	96
85	56	56	AC	Test was terminated because a slab was cracked during casting process.
86	57	57	AD	Test was terminated because a slab was cracked during casting process.
87	58	58	AE	Test was terminated because a slab was cracked during casting process.
88	59	59	AF	4	2.74	4	1.81	811	55	756	34	845	71
89	60	60	AG	Test was terminated because a slab was cracked during casting process.
90	61	61	AH	67	1.71	3	2.05	771	62	709	39	810	101
91	62	62	AI	Test was terminated because a slab was cracked during casting process.
92	63	63	AJ	4	2.70	1	3.02	755	49	706	61	816	73
93	64	64	AK	10	2.14	4	2.29	784	63	721	38	822	98
94	1A	1	A	18	2.20	20	0.46	762	65	697	34	796	25
95	65	65	C	13	1.93	4	1.06	769	56	713	50	819	113
96	66	66	F	12	2.39	3	1.58	781	69	712	31	812	40
97	67	67	T	12	2.63	3	1.19	754	56	698	58	812	45
98	68	68	X	97	1.55	1	4.02	802	92	710	32	834	13
99	5	5	B	5	2.90	7	0.87	806	87	719	38	844	69
100	44	44	U	29	2.05	0.8	5.34	770	27	743	178	948	69
101	39A	39	S	4	2.63	3	1.23	763	56	707	49	812	97
102	44	44	U	14	2.28	4	2.04	805	62	743	143	948	69
103	67	67	T	3	3.24	2	1.12	760	62	698	52	812	68
104	18	18	H	12	2.20	3	1.22	795	106	689	42	837	76
	Main heat treatment
	Cooling process
	Stop		Skin	Tempering treatment
		Average	cooling		Left	pass	Treatment	Treat-	Rolling
		cooling	tempera-	Dwell	side of	rolling	tempera-	ment	rate after
	Exam-	rate	ture	time	Formula	rate	ture	time	treatment
	ple	° C./sec	° C.	2 sec	(4)	%	° C.	sec	%
	79	34	323	242	0.13	0.1	—	—	—	Comparative
	80	30	368	42	0.95	0.5	—	—	—	Example
	81	33	456	446	0.34	0.4	375	516	0.1	Example
	82	29	339	73	0.79	0.8	—	—	—	Example
	83	27	420	135	0.19	0.3	—	—	—	Comparative
	84	29	499	129	0.21	0.5	—	—	—	Comparative
	85	Test was terminated because a slab was cracked during casting process.	Comparative
	86	Test was terminated because a slab was cracked during casting process.	Comparative
	87	Test was terminated because a slab was cracked during casting process.	Comparative
	88	29	355	164	0.04	1.1	—	—	—	Comparative
	89	Test was terminated because a slab was cracked during casting process.	Comparative
	90	28	472	147	0.18	0.4	—	—	—	Comparative
	91	Test was terminated because a slab was cracked during casting process.	Comparative
	92	36	385	142	0.20	0.5	—	—	—	Comparative
	93	87	410	138	0.20	0.2	—	—	—	Comparative
	94	42	458	97	0.49	0.1	—	—	—	Comparative
	95	37	383	45	0.73	0.4	—	—	—	Comparative
	96	28	371	141	0.19	0.2	—	—	—	Example
	97	30	427	85	0.77	—	339	8	0.3	Example
	98	27	427	29	0.28	0.4	—	—	—	Comparative
	99	28	533	38	0.39	0.1	—	—	—	Comparative
	100	62	449	136	0.10	1.0	—	—	—	Comparative
	101	7	347	140	0.21	0.5	—	—	—	Comparative
	102	61	480	2030	0.03	0.1	—	—	—	Comparative
	103	94	350	48	0.91	0.3	—	—	—	Comparative
	104	28	418	130	1.39	0.2	—	—	—	Comparative
	※A value with underline indicates that the value is out of the scope of the invention.

	TABLE 15
	Hot dip galvanizing
	Steel		Effective
	sheet for	Hot-rolled		Plating bath	Steel sheet	amount of Al in	Alloying treatment
	heat	steel	Chemical		temperature	temperature	plating bath	Temperature	Time
Example	treatment	sheet	component	Surface	° C.	° C.	%	° C.	sec
7	2	2	A	GA	462	453	0.09	539	10	Example
9	3	3	A	EG						Example
12	5	5	B	GA	461	448	0.09	547	7	Example
16	8	8	C	GI	465	466	0.28			Example
21	11	11	D	GI	454	461	0.12			Example
24	14A	14	F	GA	452	455	0.04	493	12	Example
28	17	17	G	GI	461	460	0.26			Example
32	19A	19	I	GI	454	459	0.32			Example
42	25	25	L	EG						Example
54	34	34	P	GI	461	473	0.12			Example
72	46A	46	V	GA	453	454	0.06	482	42	Example
78	51	51	Y	GA	457	456	0.10	493	27	Example
82	53	53	Z	EG						Example

The microstructures and properties of the obtained high-strength steel sheets are shown in Tables 16 to 23. In the “Surface” in Tables, CR means no plating, and EG, GI, and GA have the same meaning as in Table 15. In the “Structure fraction” column in Tables, acicular a and aggregated a mean acicular ferrite and aggregated ferrite, respectively. Moreover, (martensite), (tempered martensite), and (residual austenite) mean details of the island-shaped hard structure. The total of pearlite and/or cementite is indicated as “Others”. In the “island-shaped hard structure” column, the equivalent circle diameter of less than 1.5 μm is indicated as “<1.5 μm”, and the equivalent circle diameter of 1.5 μm or more is indicated as “≥1.5 μm”. A ratio between the maximum number density and the minimum number density is indicated as a “number density ratio”.

TABLE 16
						Microstructure of high-strength steel sheet
						Structure Fraction
								Island-
	Steel	Hot-			Plate			shaped
	sheet for	rolled	Chemical		thick-	Acic-	Aggre-	hard		(Tempered
Exam-	heat	steel	compo-		ness	ular	gated	structure	(Martens-	martens-
ple	treatment	sheet	nent	Surface	mm	α %	α %	%	ite) %	ite) %
1	1A	1	A	CR	1.1	50	2	29	14	1
2	1A	1	A	CR	1.1	50	2	39	2	29
3	1A	1	A	CR	1.1	28	44	21	6	4
4	1A	1	A	CR	1.1	61	3	20	0	3
5	1B	1	A	CR	1.1	54	1	24	7	7
6	2	2	A	CR	1.2	40	18	22	6	1
7	2	2	A	GA	1.2	52	3	37	1	30
8	3	3	A	CR	1.5	54	13	24	4	6
9	3	3	A	EG	1.5	37	15	24	4	4
10	4	4	A	CR	1.9	40	16	35	18	4
11	4	4	A	CR	1.9	48	16	22	8	1
12	5	5	B	GA	1.6	52	9	20	7	8
13	6	6	B	CR	1.6	43	13	21	11	7
14	7A	7	C	CR	1.3	28	0	37	18	5
15	7B	7	C	CR	1.3	33	16	29	11	9
16	8	8	C	GI	1.7	34	16	42	15	21
17	8	8	C	CR	1.7	44	10	20	8	5
18	9	9	C	CR	1.7	42	8	37	10	19
19	10	10	D	CR	2.0	52	1	21	9	7
20	11	11	D	CR	1.2	50	14	21	9	5
21	11	11	D	GI	1.2	51	10	22	9	7
22	12	12	E	CR	1.9	35	1	28	8	5
23	13	13	F	CR	2.0	49	16	21	3	1
24	14A	14	F	GA	1.7	34	18	41	12	19
25	14B	14	F	CR	1.7	11	42	28	17	3
26	15	15	F	CR	1.6	55	3	24	13	3
	Microstructure of high-strength steel sheet
	Island-shaped hard structure
	<1.5 μm
	Structure Fraction		Number
		(Resid-					density		≥1.5 μm
		ual aus-		Bainitic		Average	1010	Number	Average
	Exam-	tenite)	Bainite	ferrite	Others	aspect	pieces/	density	aspect
	ple	%	%	%	%	ratio	m2	rate	ratio
	1	14	6	12	1	1.2	5.4	1.3	3.0	Example
	2	8	8	1	0	1.1	8.8	1.5	3.1	Example
	3	11	4	1	2	1.6	5.4	1.4	1.8	Comparative
	4	17	2	13	1	3.2	0.7	1.4	3.9	Comparative
	5	10	8	13	0	3.1	2.4	1.8	4.0	Comparative
	6	15	2	16	2	1.8	6.5	1.9	3.0	Example
	7	6	7	1	0	1.5	5.6	1.8	3.7	Example
	8	14	6	3	0	1.3	3.3	1.7	4.1	Example
	9	16	3	19	2	1.9	8.2	1.5	3.0	Example
	10	13	7	2	0	1.9	11.3	1.6	3.1	Example
	11	13	8	5	1	1.3	6.5	1.3	2.7	Example
	12	5	2	16	1	1.6	8.9	2.2	3.3	Example
	13	3	5	18	0	2.1	3.6	1.9	3.0	Comparative
	14	14	5	29	1	1.3	19.8	2.3	3.2	Example
	15	9	9	12	1	2.7	1.6	2.2	2.9	Comparative
	16	6	6	2	0	1.2	3.7	1.9	3.0	Example
	17	7	6	9	11	1.3	3.2	2.0	3.5	Comparative
	18	8	7	2	4	3.2	1.4	2.0	3.5	Comparative
	19	5	0	25	1	1.7	7.5	1.7	4.6	Example
	20	7	0	15	0	1.4	6.2	1.4	3.5	Example
	21	6	0	17	0	1.7	5.3	1.7	3.2	Example
	22	15	0	36	0	1.6	17.1	2.0	3.4	Example
	23	17	1	12	1	1.2	6.4	2.1	3.3	Example
	24	10	6	1	0	1.8	5.0	1.8	3.0	Example
	25	8	6	12	1	1.4	2.5	2.0	1.4	Comparative
	26	8	2	15	1	2.4	1.2	2.0	3.8	Comparative
	※A value with underline indicates that the value is out of the scope of the invention.

	TABLE 17
	Machanical characteristics
	Hot-		Left
	Steel sheet	rolled		Plate		side of	Impact characteristics
	for heat	steel	Chemical		thickness	TS	El	λ	Formula	TTR
Example	treatment	sheet	component	Surface	mm	MPa	%	%	(5)	° C.	EB/ERT
1	1A	1	A	CR	1.1	1075	21	39	4.6	−70	0.36	Example
2	1A	1	A	CR	1.1	1128	17	43	4.2	−90	0.57	Example
3	1A	1	A	CR	1.1	996	20	21	2.9	−20	0.21	Comparative
4	1A	1	A	CR	1.1	875	24	45	4.2	−60	0.21	Comparative
5	1B	1	A	CR	1.1	1000	20	45	4.2	−30	0.24	Comparative
6	2	2	A	CR	1.2	928	28	34	4.6	−50	0.26	Example
7	2	2	A	GA	1.2	1074	17	51	4.3	−90	0.45	Example
8	3	3	A	CR	1.5	960	22	49	4.6	−90	0.41	Example
9	3	3	A	EG	1.5	836	26	51	4.5	−70	0.28	Example
10	4	4	A	CR	1.9	1224	20	25	4.3	−60	0.25	Example
11	4	4	A	CR	1.9	1020	26	28	4.5	−70	0.40	Example
12	5	5	B	GA	1.6	735	29	57	4.4	−70	0.32	Example
13	6	6	B	CR	1.6	713	29	61	4.3	−40	0.23	Comparative
14	7A	7	C	CR	1.3	1059	23	35	4.7	−60	0.33	Example
15	7B	7	C	CR	1.3	1037	21	35	4.1	−30	0.23	Comparative
16	8	8	C	GI	1.7	1317	17	27	4.2	−70	0.39	Example
17	8	8	C	CR	1.7	939	14	25	2.0	−10	0.19	Comparative
18	9	9	C	CR	1.7	1242	18	26	4.0	0	0.13	Comparative
19	10	10	D	CR	2.0	706	35	47	4.5	−80	0.28	Example
20	11	11	D	CR	1.2	666	40	41	4.4	−80	0.36	Example
21	11	11	D	GI	1.2	683	37	44	4.4	−70	0.30	Example
22	12	12	E	CR	1.9	1206	25	31	5.8	−60	0.30	Example
23	13	13	F	CR	2.0	818	32	38	4.6	−80	0.40	Example
24	14A	14	F	GA	1.7	1164	19	31	4.2	−70	0.34	Example
25	14B	14	F	CR	1.7	1154	15	25	2.9	10	0.13	Comparative
26	15	15	F	CR	1.6	983	24	40	4.7	−40	0.22	Comparative
※A value with underline indicates that the value is out of the scope of the invention.

TABLE 18
						Microstructure of high-strength steel sheet
						Structure fraction
								Island-
	Steel	Hot-			Plate			shaped
	sheet	rolled	Chemical		thick-	Acic-	Aggre-	hard		(Tempered
Exam-	for heat	steel	compo-	Sur-	ness	ular	gated	structure	(Martens-	martens-
ple	treatment	sheet	nent	face	mm	α %	α %	%	ite) %	ite) %
27	16	16	G	CR	1.6	58	12	27	17	4
28	17	17	G	GI	0.4	72	3	24	10	10
29	17	17	G	CR	0.4	60	13	20	13	5
30	18	18	H	CR	0.7	58	6	28	22	2
31	18	18	H	CR	0.7	34	12	47	6	34
32	19A	19	I	GI	2.2	28	17	42	6	23
33	19B	19	I	CR	2.2	46	16	28	18	7
34	20	20	I	CR	1.9	50	14	35	17	11
35	20	20	I	CR	1.9	50	12	33	18	12
36	21	21	J	CR	2.0	54	14	21	4	5
37	22	22	K	CR	0.5	46	1	24	13	0
38	23	23	K	CR	1.6	33	0	39	26	7
39	23	23	K	CR	1.6	54	2	16	4	0
40	24	24	L	CR	0.7	35	18	22	10	2
41	25	25	L	CR	2.3	44	14	25	5	10
42	25	25	L	EG	2.3	48	16	31	7	15
43	26	26	M	CR	2.3	50	3	28	10	8
44	27	27	M	CR	1.4	28	10	31	15	8
46	28	28	N	CR	1.2	33	0	29	11	1
47	29	29	N	CR	0.9	38	0	50	21	21
49	30A	30	O	CR	0.9	52	2	31	23	2
50	30B	30	O	CR	0.9	16	47	20	11	4
51	31	31	O	CR	1.2	43	13	28	13	6
52	32	32	O	CR	1.6	34	18	27	5	17
	Microstructure of high-strength steel sheet
	Island-shaped hard structure
	Structure fraction	<1.5 μm
		(Resid-					Number		≥1.5 μm
		ual aus-		Bainitic	Oth-	Average	density	Number	Average
	Exam-	tenite)	Bain-	ferrite	ers	aspect	1010	density	aspect
	ple	%	ite %	%	%	ratio	pieces/m2	ratio	ratio
	27	6	2	1	0	1.7	9.7	1.7	2.7	Example
	28	4	1	0	0	1.5	1.3	1.5	3.3	Example
	29	2	6	1	0	1.3	4.5	1.8	2.9	Example
	30	4	6	2	0	1.8	13.6	2.0	3.7	Example
	31	7	5	1	1	1.3	7.4	2.2	3.5	Example
	32	13	9	3	1	1.8	19.9	2.0	3.8	Example
	33	3	8	2	0	2.6	2.8	2.1	2.9	Comparative
	34	7	1	0	0	1.9	11.6	1.2	2.5	Example
	35	3	4	1	0	1.7	9.1	1.7	3.2	Example
	36	12	5	5	1	1.3	5.5	1.5	2.7	Example
	37	11	0	28	1	1.9	16.8	1.5	3.7	Example
	38	6	11	17	0	1.4	11.0	2.4	3.1	Example
	39	12	3	25	0	1.3	2.5	2.4	3.5	Comparative
	40	10	2	22	1	1.5	10.3	2.0	2.8	Example
	41	10	2	15	0	1.2	6.1	2.2	3.1	Example
	42	9	4	1	0	1.5	6.4	2.3	3.1	Example
	43	10	0	19	0	1.3	5.0	1.7	3.9	Example
	44	8	1	29	1	1.3	6.5	1.9	3.1	Example
	46	17	0	36	2	1.2	3.1	1.8	4.5	Example
	47	8	8	4	0	1.6	1.9	1.9	3.9	Example
	49	6	4	10	1	1.5	4.6	1.7	3.9	Example
	50	5	1	16	0	1.6	1.7	1.9	1.8	Comparative
	51	9	0	15	1	1.2	9.9	2.0	3.0	Example
	52	5	1	20	0	2.6	2.3	2.0	3.1	Comparative
	※A value with underline indicates that the value is out of the scope of the invention.

	TABLE 19
	Characteristics
	Hot-		Machanical characteristics
	Steel sheet	rolled		Plate		Left side	Impact characteristics
	for heat	steel	Chemical		thickness	TS	El	λ	of Formula (5)	TTR
Example	treatment	sheet	component	Surface	mm	MPa	%	%	×106	° C.	EB/ERT
27	16	16	G	CR	1.6	989	20	46	4.2	−60	0.29	Example
28	17	17	G	GI	0.4	1055	18	48	4.3	−80	0.36	Example
29	17	17	G	CR	0.4	885	24	48	4.4	−70	0.36	Example
30	18	18	H	CR	0.7	956	22	48	4.5	−70	0.27	Example
31	18	18	H	CR	0.7	962	18	63	4.3	−80	0.52	Example
32	19A	19	I	GI	2.2	991	24	36	4.5	−80	0.36	Example
33	19B	19	I	CR	2.2	1226	22	21	4.3	−30	0.18	Comparative
34	20	20	I	CR	1.9	1218	20	25	4.3	−60	0.28	Example
35	20	20	I	CR	1.9	1139	20	30	4.2	−70	0.31	Example
36	21	21	J	CR	2.0	938	24	42	4.5	−70	0.39	Example
37	22	22	K	CR	0.5	1055	22	39	4.7	−60	0.26	Example
38	23	23	K	CR	1.6	1349	19	24	4.6	−60	0.31	Example
39	23	23	K	CR	1.6	812	26	43	3.9	−60	0.37	Comparative
40	24	24	L	CR	0.7	863	30	36	4.6	−50	0.34	Example
41	25	25	L	CR	2.3	909	32	28	4.6	−70	0.39	Example
42	25	25	L	EG	2.3	1092	20	35	4.3	−70	0.35	Example
43	26	26	M	CR	2.3	774	30	55	4.8	−70	0.41	Example
44	27	27	M	CR	1.4	839	26	54	4.6	−60	0.38	Example
46	28	28	N	CR	1.2	900	28	42	4.9	−70	0.41	Example
47	29	29	N	CR	0.9	1380	21	29	5.8	−70	0.34	Example
49	30A	30	O	CR	0.9	906	24	50	4.6	−70	0.28	Example
50	30B	30	O	CR	0.9	765	26	28	2.9	−30	0.23	Comparative
51	31	31	O	CR	1.2	666	42	38	4.4	−70	0.42	Example
52	32	32	O	CR	1.6	822	28	46	4.5	−30	0.24	Comparative
※A value with underline indicates that the value is out of the scope of the invention.

TABLE 20
						Microstructure of high-strength steel sheet
						Structure fraction
								Island-
	Steel	Hot-			Plate			shaped
	sheet	rolled	Chemical		thick-	Acic-	Aggre-	hard		(Tempered
Exam-	for heat	steel	compo-	Sur-	ness	ular	gated	structure	(Martens-	martens-
ple	treatment	sheet	nent	face	mm	α %	α %	%	ite) %	ite) %
53	33	33	P	CR	1.6	57	4	23	0	10
54	34	34	P	GI	1.7	28	1	25	12	2
55	34	34	P	CR	1.7	0	15	59	18	34
56	35A	35	Q	CR	1.2	29	18	43	7	28
57	35B	35	Q	CR	1.2	36	15	30	7	7
58	36	36	Q	CR	0.9	29	17	29	5	3
59	37	37	R	CR	1.1	32	0	29	17	4
60	38	38	R	CR	1.5	21	2	50	3	36
61	38	38	R	CR	1.5	30	1	58	2	53
62	39A	39	S	CR	2.3	36	17	30	15	4
63	39B	39	S	CR	2.3	19	45	22	4	5
64	40	40	S	CR	1.7	39	1	51	10	36
65	40	40	S	CR	1.7	0	9	49	23	15
66	41A	41	T	CR	2.0	61	4	28	8	17
67	41B	41	T	CR	2.0	16	58	20	14	2
68	42	42	T	CR	1.6	48	17	26	12	4
69	43	43	T	CR	1.2	46	15	23	7	11
70	44	44	U	CR	2.0	28	3	28	13	9
71	45	45	V	CR	2.0	38	17	32	8	4
72	46A	46	V	GA	0.7	33	17	29	6	2
73	46B	46	V	CR	0.7	53	4	28	1	5
74	47	47	V	CR	1.5	37	14	33	10	6
75	48	48	W	CR	2.0	60	13	20	10	2
76	49	49	X	CR	1.0	31	18	28	0	17
77	50	50	Y	CR	0.9	36	8	48	9	30
78	51	51	Y	GA	1.3	44	18	21	0	15
	Microstructure of high-strength steel sheet
	Island-shaped hard structure
	<1.5 μm
	Structure fraction		Number
		(Resid-					density		≥1.5 μm
		ual aus-		Bainitic	Oth-	Average	1010	Number	Average
	Exam-	tenite)	Bain-	ferrite	ers	aspect	pieces/	density	aspect
	ple	%	ite %	%	%	ratio	m2	rate	ratio
	53	13	0	15	1	1.2	8.1	1.6	4.4	Example
	54	11	0	44	2	1.7	9.8	2.0	3.7	Example
	55	7	5	21	0	1.4	0.4	1.7	1.3	Comparative
	56	8	8	2	0	1.3	13.3	1.3	3.2	Example
	57	16	1	17	1	3.8	2.1	1.6	3.3	Comparative
	58	21	0	24	1	1.3	16.1	1.6	2.9	Example
	59	8	8	30	1	1.4	16.0	2.1	4.0	Example
	60	11	14	13	0	1.5	5.4	2.4	4.3	Example
	61	3	10	1	0	1.7	12.7	2.1	3.9	Example
	62	11	6	11	0	1.7	23.2	1.6	2.8	Example
	63	13	2	12	0	1.8	2.8	1.4	1.7	Comparative
	64	5	6	2	1	1.4	7.1	2.0	4.6	Example
	65	11	7	34	1	1.3	3.1	2.0	1.7	Comparative
	66	3	4	1	2	1.2	11.5	1.3	3.3	Example
	67	4	4	0	2	1.3	1.7	1.4	1.8	Comparative
	68	10	8	1	0	1.1	3.7	1.8	3.7	Example
	69	5	5	7	4	4.1	1.4	2.1	3.1	Comparative
	70	6	5	34	2	1.1	24.9	2.0	2.2	Example
	71	20	1	12	0	1.3	6.2	1.4	3.1	Example
	72	21	0	20	1	1.1	13.5	1.4	3.4	Example
	73	22	0	15	0	3.6	2.3	1.8	3.4	Comparative
	74	17	1	14	1	2.7	1.7	2.1	3.4	Comparative
	75	8	3	4	0	1.5	4.4	1.9	2.6	Example
	76	11	2	20	1	1.4	4.5	2.3	2.8	Example
	77	9	6	1	1	1.4	3.4	1.5	3.2	Example
	78	6	3	13	1	1.9	8.4	2.1	2.9	Example
	※A value with underline indicates that the value is out of the scope of the invention.

	TABLE 21
	Characteristics
	Hot-		Machanical characteristics
	Steel sheet	rolled		Plate		Left side of	Impact characteristics
	for heat	steel	Chemical		thickness	TS	El	λ	Formula (5)	TTR
Example	treatment	sheet	component	Surface	mm	MPa	%	%	×106	° C.	EB/ERT
53	33	33	P	CR	1.6	752	36	40	4.7	−90	0.46	Example
54	34	34	P	GI	1.7	759	32	50	4.7	−60	0.30	Example
55	34	34	P	CR	1.7	1015	15	16	1.9	20	0.27	Comparative
56	35A	35	Q	CR	1.2	1444	16	24	4.3	−80	0.44	Example
57	35B	35	Q	CR	1.2	1086	22	28	4.2	−20	0.23	Comparative
58	36	36	Q	CR	0.9	1005	30	27	5.0	−50	0.37	Example
59	37	37	R	CR	1.1	910	26	44	4.7	−70	0.33	Example
60	38	38	R	CR	1.5	1011	22	43	4.6	−80	0.45	Example
61	38	38	R	CR	1.5	1114	17	67	5.2	−80	0.43	Example
62	39A	39	S	CR	2.3	1036	29	23	4.6	−60	0.32	Example
63	39B	39	S	CR	2.3	924	24	32	3.8	−20	0.22	Comparative
64	40	40	S	CR	1.7	1313	20	23	4.6	−90	0.45	Example
65	40	40	S	CR	1.7	1121	19	17	2.9	0	0.19	Comparative
66	41A	41	T	CR	2.0	1123	18	40	4.3	−80	0.39	Example
67	41B	41	T	CR	2.0	1062	21	28	3.8	−30	0.27	Comparative
68	42	42	T	CR	1.6	986	22	43	4.5	−80	0.40	Example
69	43	43	T	CR	1.2	814	25	48	4.0	−10	0.16	Comparative
70	44	44	U	CR	2.0	938	22	49	4.4	−60	0.44	Example
71	45	45	V	CR	2.0	997	31	25	4.9	−50	0.40	Example
72	46A	46	V	GA	0.7	887	34	30	4.9	−60	0.48	Example
73	46B	46	V	CR	0.7	868	31	37	4.8	0	0.13	Comparative
74	47	47	V	CR	1.5	1073	26	28	4.8	−20	0.24	Comparative
75	48	48	W	CR	2.0	787	31	40	4.3	−60	0.34	Example
76	49	49	X	CR	1.0	847	32	34	4.6	−70	0.38	Example
77	50	50	Y	CR	0.9	1045	19	44	4.3	−80	0.48	Example
78	51	51	Y	GA	1.3	764	29	54	4.5	−70	0.27	Example
※A value with underline indicates that the value is out of the scope of the invention.

TABLE 22
						Microstructure of high-strength steel sheet
						Structure fraction
								Island-
		Hot-			Plate			shaped
	Steel sheet	rolled	Chemical		thick-	Acic-	Aggre-	hard		(Tempered
Exam-	for heat	steel	compo-		ness	ular	gated	structure	(Martens-	martens-
ple	treatment	sheet	nent	Surface	mm	α %	α %	%	ite) %	ite) %
79	51	51	Y	CR	1.3	48	15	21	12	1
80	52	52	Z	CR	1.0	22	18	55	9	44
81	52	52	Z	CR	1.0	28	18	28	0	17
82	53	53	Z	EG	2.1	35	17	44	13	27
83	54	54	AA	CR	2.0	47	16	22	13	1
84	55	55	AB	CR	2.0	15	33	13	8	2
85	56	56	AC	Test was terminated because a slab was cracked during casting process.
86	57	57	AD	Test was terminated because a slab was cracked during casting process.
87	58	58	AE	Test was terminated because a slab was cracked during casting process.
88	59	59	AF	CR	2.0	9	45	9	5	0
89	60	60	AG	Test was terminated because a slab was cracked during casting process.
90	61	61	AH	CR	2.0	44	8	27	9	4
91	62	62	AI	Test was terminated because a slab was cracked during casting process.
92	63	63	AJ	CR	2.0	55	8	22	8	6
93	64	64	AK	CR	2.0	47	1	27	9	8
94	1A	1	A	CR	1.1	52	7	23	5	6
95	65	65	C	CR	2.5	23	17	38	5	26
96	66	66	F	CR	1.9	48	9	23	5	2
97	67	67	T	CR	1.0	59	16	20	4	9
98	68	68	X	CR	1.9	0	56	29	11	12
99	5	5	B	CR	1.0	49	11	35	15	16
100	44	44	U	CR	2.0	43	14	25	1	9
101	39A	39	S	CR	2.3	26	26	26	11	6
102	44	44	U	CR	2.0	50	4	11	2	0
103	67	67	T	CR	1.0	41	17	37	15	19
104	18	18	H	CR	0.7	41	9	43	9	34
	Microstructure of high-strength steel sheet
	Island-shaped hard structure
	<1.5 μm
	Structure fraction		Number
		(Resid-					density		≥1.5 μm
		ual aus-		Bainitic		Average	1010	Number	Average
	Exam-	tenite)	Bain-	ferrite	Oth-	aspect	pieces/	density	aspect
	ple	%	ite %	%	ers %	ratio	m2	rate	ratio
	79	8	0	5	11	1.8	1.2	2.1	3.1	Comparative
	80	2	4	1	0	1.2	6.3	1.9	2.7	Example
	81	11	2	23	1	1.3	21.0	1.9	2.5	Example
	82	4	4	0	0	1.8	8.2	2.3	3.0	Example
	83	8	2	12	1	2.2	0.5	2.3	2.7	Comparative
	84	3	13	25	1	2.3	0.0	—	1.8	Comparative
	85	Test was terminated because a slab was cracked during casting process.	Comparative
	86	Test was terminated because a slab was cracked during casting process.	Comparative
	87	Test was terminated because a slab was cracked during casting process.	Comparative
	88	4	8	21	4	1.7	2.4	1.9	1.5	Comparative
	89	Test was terminated because a slab was cracked during casting process.	Comparative
	90	14	1	19	1	1.7	12.6	1.5	3.3	Comparative
	91	Test was terminated because a slab was cracked during casting process.	Comparative
	92	8	1	14	0	1.1	9.2	1.7	3.4	Comparative
	93	10	2	22	1	1.5	15.5	1.5	3.9	Comparative
	94	12	2	16	0	2.8	0.2	1.5	3.7	Comparative
	95	7	8	14	0	1.8	2.3	2.7	2.9	Comparative
	96	16	1	19	0	1.9	6.8	1.8	4.0	Example
	97	7	3	1	1	1.3	2.3	1.8	3.2	Example
	98	6	1	8	0	1.8	25.4	1.7	1.5	Comparative
	99	4	5	0	0	2.2	0.8	2.1	3.2	Comparative
	100	15	0	18	0	2.4	0.2	1.8	1.8	Comparative
	101	9	15	17	0	1.6	8.7	1.5	1.9	Comparative
	102	9	0	35	0	1.1	17.9	2.0	3.3	Comparative
	103	3	4	1	0	2.5	0.6	1.5	2.8	Comparative
	104	0	6	1	0	1.5	7.1	2.3	3.0	Comparative
	※A value with underline indicates that the value is out of the scope of the invention.

	TABLE 23
	Machanical characteristics
	Hot-		Left side
	Steel sheet	rolled		Plate		of Formula	Impact characteristics
	for heat	steel	Chemical		thickness	TS	El	λ	(5)	TTR
Example	treatment	sheet	component	Surface	mm	MPa	%	%	×106	° C.	EB/ERT
79	51	51	Y	CR	1.3	734	19	24	1.9	−30	0.14	Comparative
80	52	52	Z	CR	1.0	1365	15	31	4.2	−80	0.58	Example
81	52	52	Z	CR	1.0	952	29	30	4.7	−60	0.40	Example
82	53	53	Z	EG	2.1	1504	16	32	5.3	−70	0.31	Example
83	54	54	AA	CR	2.0	805	26	49	4.2	−40	0.18	Comparative
84	55	55	AB	CR	2.0	545	28	36	2.1	—	—	Comparative
85	56	56	AC	Test was terminated because a slab was cracked during casting process.	Comparative
86	57	57	AD	Test was terminated because a slab was cracked during casting process.	Comparative
87	58	58	AE	Test was terminated because a slab was cracked during casting process.	Comparative
88	59	59	AF	CR	2.0	574	31	28	2.3	—	—	Comparative
89	60	60	AG	Test was terminated because a slab was cracked during casting process.	Comparative
90	61	61	AH	CR	2.0	914	13	16	1.4	−20	0.09	Comparative
91	62	62	AI	Test was terminated because a slab was cracked during casting process.	Comparative
92	63	63	AJ	CR	2.0	894	16	23	2.1	−30	0.15	Comparative
93	64	64	AK	CR	2.0	967	7	9	0.6	10	0.05	Comparative
94	1A	1	A	CR	1.1	931	25	40	4.5	−30	0.23	Comparative
95	65	65	C	CR	2.5	1026	22	41	4.6	−50	0.24	Comparative
96	66	66	F	CR	1.9	921	30	32	4.7	−70	0.27	Example
97	67	67	T	CR	1.0	836	27	45	4.4	−80	0.40	Example
98	68	68	X	CR	1.9	1014	19	23	2.9	−10	0.17	Comparative
99	5	5	B	CR	1.0	923	19	64	4.3	−60	0.23	Comparative
100	44	44	U	CR	2.0	973	22	31	3.7	−40	0.24	Comparative
101	39A	39	S	CR	2.3	964	19	26	2.9	−20	0.20	Comparative
102	44	44	U	CR	2.0	682	29	50	3.7	−80	0.43	Comparative
103	67	67	T	CR	1.0	1108	19	34	4.1	−40	0.23	Comparative
104	18	18	H	CR	0.7	999	12	64	3.0	−70	0.49	Comparative
※A value with underline indicates that the value is out of the scope of the invention.

A tensile test and a hole expansion test are performed in order to evaluate the strength and the formability. A No. 5 test piece described in JIS Z 2201 is produced. In accordance with JIS Z 2241, the tensile test is performed with a tensile axis in line with a width direction of the steel sheet. The hole expansion test is performed in accordance with JIS Z 2256.

In a high-strength steel sheet with tensile strength of 590 MPa or more, when a formula (5) below consisting of the maximum tensile strength TS (MPa), total elongation El (%), and hole expandability λ (%) is satisfied, the steel sheet was judged to have excellent formability-strength balance.

TS ^1.5 ×El×λ ^0.5≥4.0×10⁶  (5)

Charpy impact test is conducted in order to evaluate toughness. When a thickness of a steel sheet was less than 2.5 mm, a laminated Charpy test piece is produced by laminating the steel sheets until a total thickness thereof exceeds 5.0 mm, fastening the laminated steel sheets with bolts, and giving a V notch of 2-mm depth thereto. Other conditions are in accordance with JIS Z 2242.

When a ductile-brittle transition temperature TTR at which a brittle fracture surface ratio was 50% or more was −50 degrees C. or less, and a ratio EB/ERT of shock absorption energy EB after brittle transition to shock absorption energy ERT at the room temperature is 0.25 or more, the steel sheet is judged to have an excellent toughness.

Experimental Examplea 83 to 93 are comparative examples in which the cast steel sheets had chemical compositions falling out of the ranges of the invention and a predetemined base steel sheet for heat treatment and a predetemined high-strength steel sheet were not obtained.

Experimental Example 84 is an example in which C contained in the steel sheet was less than 0.080 mass %, and the lath structure and a predetermined carbide were not obtained in the steel sheet for heat treatment, and a sufficient amount of the island-shaped hard structure was not obtained in the high-strength steel sheet. TS (tensile strength) was inferior in Experimental Example 84. Since the number density of the island-shaped hard structure with a equivalent circle diameter of less than 1.5 μm was 0.0, the number density ratio was not evaluated.

Experimental Example 85 is an example in which C contained in the steel sheet exceeded 0.500 mass %. Since slab was cracked in the casting process, the steel sheet for heat treatment and the high-strength steel sheet were not obtained. Experimental Example 86 is an example in which Si contained in the steel sheet exceeded 2.50 mass %. Since slab was cracked in the casting process, the steel sheet for heat treatment and the high-strength steel sheet were not obtained.

Experimental Example 87 is an example in which Mn contained in the steel sheet exceeded 5.00 mass %. Since slab was cracked in the casting process, the steel sheet for heat treatment and the high-strength steel sheet were not obtained. Experimental Example 88 is an example in which Mn contained in the steel sheet was less than 0.50 mass %, and the lath structure was not sufficiently obtained in the steel sheet for heat treatment, and a sufficient amount of the acicular ferrite was not obtained in the high-strength steel sheet. The strength-formability balance and impact resistance were inferior in Experimental Example 88.

Experimental Example 89 is an example in which P contained in the steel sheet exceeded 0.100 mass %. Since slab was cracked in the casting process, the steel sheet for heat treatment and the high-strength steel sheet were not obtained. Experimental Example 90 is an example in which S contained in the steel sheet exceeded 0.0100 mass %, and formability of the steel sheet for heat treatment and the high-strength steel sheet was significantly lowered due to generation of a large amount of inclusions.

Experimental Example 91 is an example in which Al contained in the steel sheet exceeded 2.000 mass %. Since slab was cracked in the casting process, the steel sheet for heat treatment and the high-strength steel sheet were not obtained.

Experimental Example 92 is an example in which N contained in the steel sheet exceeded 0.0150 mass %, and formability of the steel sheet for heat treatment and the high-strength steel sheet was significantly lowered due to generation of a large amount of coarse nitrides.

Experimental Example 93 is an example in which N contained in the steel sheet exceeded 0.0150 mass %, and formability of the steel sheet for heat treatment and the high-strength steel sheet was significantly lowered due to generation of a large amount of coarse nitrides. Experimental Example 83 is an example in which the chemical composition of the steel sheet did not satisfy the formula (1), a carbide density of the steel sheet for heat treatment became insufficient, and the aspect ratio of the fine island-shaped hard structure became large and the impact resistance was lowered in the high-strength steel sheet.

Experimental Example 13, 18, 26, 52, 69, 74 are comparative examples in which the manufacturing conditions fell out of the range of the invention in the hot rolling process for manufacturing the steel sheet for heat treatment, the steel sheet for heat treatment having a predetermined microstructure was not obtained, and the properties after the main heat treatment became inferior.

Experimental Example 95 (steel sheet for heat treatment 65) did not satisfy the formula (A), the microstructure of the hot-rolled steel sheet became inhomogeneous, and impact resistance was lowered since the island-shaped hard structure was inhomogeneously dispersed in the steel sheet after the main heat treatment.

Experimental Example 52 (steel sheet for heat treatment 32) and

Experimental Example 74 (steel sheet for heat treatment 47) are examples in which the cooling conditions did not satisfy the formula (2) in the hot rolling process, a carbide density of the steel sheet for heat treatment became insufficient, and the aspect ratio of the fine island-shaped hard structure became large and the impact resistance was lowered in the high-strength steel sheet.

Experimental Example 13 (steel sheet for heat treatment 6) and Experimental Example 26 (steel sheet for heat treatment 15) are examples in which the temperature history from the hot rolling to the heat treatment did not satisfy the lower limit of the formula (3), a carbide density of the steel sheet for heat treatment became insufficient, and the aspect ratio of the fine island-shaped hard structure became large and the impact resistance was lowered in the high-strength steel sheet.

Experimental Example 18 (steel sheet for heat treatment 9) and Experimental Example 69 (steel sheet for heat treatment 43) are examples in which the temperature history from the hot rolling to the heat treatment did not satisfy the upper limit of the formula (3), coarse carbides remained in the steel sheet for heat treatment and the carbide density became insufficient in the steel sheet for heat treatment. Accordingly, the formability of the steel sheet for heat treatment is lowered, and the aspect ratio of the fine island-shaped hard structure becomes large and the impact resistance is lowered in the high-strength steel sheet.

Experimental Example 5, 15, 25, 33, 50, 57, 63, 67, 73, and 98 are comparative examples in which the manufacturing conditions fell out of the range of the invention in the manufacturing process of the steel sheet for heat treatment by subjecting the hot-rolled steel sheet to the intermediate heat treatment, the steel sheet for heat treatment having a predetermined microstructure was not obtained, and the properties after the main heat treatment became inferior.

Experimental Example 5 (steel sheet for heat treatment 1B) and Experimental Example 73 (steel sheet for heat treatment 46B) are examples in which the average heating rate was slow in the temperature region from 650 degrees C. to (Ac3−40) degrees C., a carbide density of the steel sheet for heat treatment became insufficient, and the aspect ratio of the fine island-shaped hard structure became large and the impact resistance was lowered in the high-strength steel sheet.

Experimental Example 25 (steel sheet for heat treatment 14B) and Experimental Example 50 (steel sheet for heat treatment 30B) are examples in which the maximum heating temperature was low, a sufficient amount of the lath structure was not obtained in the steel sheet for heat treatment, and strength-formability balance and impact resistance were lowered in the high-strength steel sheet.

Experimental Example 57 (steel sheet for heat treatment 35B) is an example in which the maximum heating temperature was high and the carbide density became insufficient in the steel sheet for heat treatment. Accordingly, in the steel sheet for heat treatment, C is solid-dissolved excessively and the formability of the steel sheet for heat treatment becomes inferior. Moreover, the aspect ratio of the fine island-shaped hard structure becomes large and the impact resistance is lowered in the high-strength steel sheet.

Experimental Example 15 (steel sheet for heat treatment 7B) and Experimental Example 33 (steel sheet for heat treatment 19B) are examples in which the dwell time at the maximum heating temperature was long, and the carbide density became insufficient in the steel sheet for heat treatment. Accordingly, in the steel sheet for heat treatment, C is solid-dissolved excessively and the formability of the steel sheet for heat treatment becomes inferior. Moreover, the aspect ratio of the fine island-shaped hard structure becomes large and the impact resistance is lowered in the high-strength steel sheet.

In Experimental Example 63 (steel sheet for heat treatment 39B) and Experimental Example 67 (steel sheet for heat treatment 41B), the cooling rate in a range from 750 degrees C. to 450 degrees C. was slow, and a ratio of aggregated ferrite was high in the steel sheet for heat treatment, so that the lath structure was not obtained. Therefore, the strength-formability balance and impact resistance of the high-strength steel sheet were lowered in the high-strength steel sheet.

Experimental Example 98 (steel sheet for heat treatment 68) is an example in which the cold rolling ratio of the steel sheet for heat treatment was high. Since the lath structure collapsed in the steel sheet for heat treatment, a predetermined microstructure was not obtained in the high-strength steel sheet, so that the strength-formability balance and impact resistance were lowered.

Among Experimental Examples shown in Tables 7 to 9, the steel sheets except for the steel sheets of the above comparative examples are the steel sheets for heat treatment of the invention and can provide a high-strength steel sheet excellent in formability and impact resistance by being subjected to a predetermined heat treatment of the invention.

Experimental Example 3, 4, 17, 39, 45, 48, 55, 65, 79, 94, and 99 to 104 are examples in which the heating conditions of the main heat treatment for the steel sheet for heat treatment of the invention fell out of the range of the invention, so that the high-strength steel sheet excellent in formability and impact resistance was not obtained.

Experimental Examples 4 and 48 are examples in which the heating rate in the temperature region from 450 degrees C. to 650 degrees C. was insufficient, and the aspect ratio of the fine island-shaped hard structure became large in the high-strength steel sheet, so that the impact resistance was lowered.

Experimental Example 45 is an example in which the heating rate in the temperature region from 650 degrees C. to 750 degrees C. was excessively large, and the aspect ratio of the fine island-shaped hard structure became large and the impact resistance was lowered in the high-strength steel sheet. Experimental Example 17 and 79 are examples in which the maximum heating temperature was low, and a large amount of carbides remained undissolved, so that strength, formability, and/or impact resistance were lowered in the high-strength steel sheet.

Experimental Example 55 is an example in which the maximum heating temperature was high, the lath structure completely disappeared, and the strength-formability balance and the impact resistance were lowered in the high-strength steel sheet. Experimental Examples 39 and 80 are examples in which the dwell time at the maximum heating temperature was long, and the lath structure completely disappeared, so that the strength-formability balance and the impact resistance were lowered in the high-strength steel sheet.

Experimental Examples 3 and 101 are examples in which the average cooling rate in the temperature region from 700 degrees C. to 550 degrees C. was insufficient, and aggregated ferrite was excessively generated, so that the strength-formability balance and the impact resistance were lowered in the high-strength steel sheet.

Experimental Examples 51 and 102 are examples in which the dwell time in the temperature region from 550 degrees C. to 300 degrees C. was long, transformation excessively progressed, and the island-shaped hard structure was not obtained, so that the strength-formability balance was lowered in the high-strength steel sheet.

Experimental Examples 94 and 99 are examples in which the value of the formula (C) was excessively low and the number density of the fine island-shaped hard structure was insufficient in the high-strength steel sheet, so that the impact resistance was lowered.

Experimental Example 100 is a example in which the value of the formula (C) was excessively high, the coarse and aggregated having a small aspect ratio developed, so that the strength-formability balance and the impact resistance were lowered in the high-strength steel sheet.

Experimental Examples 4 and 103 in which the formula (B) was not satisfied and the isotropic and fine island-shaped structure was be sufficiently obtained, so that the impact resistance was lowered in the high-strength steel sheet.

Experimental Example 104 is an example in which the formula (4) was not satisfied and residual austenite was not obtained, so that the strength-formability balance was lowered in the high-strength steel sheet.

Among Experimental Examples shown in Tables 19 to 267, the steel sheets except for the steel sheets of the above comparative examples are the high-strength steel sheet of the invention excellent in the formability and the impact resistance. It is understood that according to the manufacturing conditions of the invention, a high-strength steel sheet excellent in the formability and the impact resistance can be obtained.

Experimental Example 47 (steel sheet for heat treatment 29) is an example in which in manufacturing the steel sheet for heat treatment, since the formula (2) was not satisfied in the hot rolling process, the hot-rolled steel sheet was heated to the Ac3 or more and then cooled and tempered under the conditions satisfying the formulae (2) and (3), and subsequently was subjected to the heat treatment as shown in Tables 4 to 6 to provide the steel sheet for heat treatment of the invention, and the steel sheet for heat treatment of the invention was further subjected to the heat treatment as shown in Tables 10 to 17 to provide the high-strength steel sheet of the invention excellent in formability and impact resistance. Only in this Experimental Example, the results in the heating and cooling processes after the hot rolling are indicated in columns of the formulae (2) and (3) in Table 2.

Experimental Examples 16, 21, 28, 32 and 54 are examples in which a high-strength galvanized steel sheet of the invention excellent in formability and impact resistance was obtained by immersing the steel sheet in a hot-dip zinc bath. Experimental Examples 16 and 21 are examples in which the steel sheet was immersed in a zinc bath immediately after dwelling in the temperature range of 550 degrees C. to 300 degrees C. is completed, and cooled to room temperature.

On the other hand, Experimental Examples 28 and 32 are examples in which the steel sheet was immersed in a zinc bath while dwelling in the temperature range of 550 degrees C. to 300 degrees C. Experimental Example 32 is an example in which after the steel sheet is subjected to the heat treatment shown in Tables 10 to 17, the steel sheet was immersed in a zinc bath concurrently with being subjected to the tempering treatment.

Experimental Examples 7, 12, 24, 72, and 78 are examples in which the high-galvannealed steel sheet of the invention excellent in formability and impact resistance can be obtained by immersing the steel sheet in a molten zinc bath and subsequently subjecting the steel sheet to the alloying treatment.

Experimental Examples 12 and 24 are examples in which the steel sheet was immersed in a zinc bath immediately after the completion of the dwell treatment in the temperature region ranging from 550 to 300 degrees C., subjected to the alloying treatment, and then cooled to the room temperature.

Experimental Example 72 is an example in which the steel sheet was immersed in a zinc bath while dwelling in the temperature region ranging from 550 to 300 degrees C., then alloyed after the dwell treatment was completed, and cooled to the room temperature. Experimental Example 78 is an example in which the steel sheet was immersed in a zinc bath while dwelling in the temperature region ranging from 550 to 300 degrees C., then cooled to the room temperature after the dwell treatment was completed, and concurrently subjected to the tempering treatment and the alloying treatment. Experimental Example 7 is an example in which after the steel sheet was subjected to the heat treatment shown in Tables 10 to 17, the steel sheet was immersed in a zinc bath immediately before the tempering treatment and were concurrently subjected to the tempering treatment and the alloying treatment.

Experimental Examples 9, 42, and 82 are examples in which the high-strength galvanized steel sheet of the invention excellent in formability and impact resistance was obtained by an electroplating treatment. Experimental Examples 42 and 82 are examples in which after the steel sheet was subjected to the heat treatment shown in Tables 10 to 17, the steel sheet was subjected to the electroplating treatment. Experimental Example 9 is an example in which after the steel sheet was subjected to the heat treatment shown in Tables 10 to 17, the steel sheet was subjected to the electroplating treatment and further to the tempering treatmentt shown in Tables 10 to 17.

As described above, according to the invention, a high-strength steel sheet excellent in formability and impact resistance can be provided. Since the high-strength steel sheet of the invention is a steel sheet suitable for a significant weight reduction in an automobile and to secure protection and safety of a passenger, the invention is highly applicable to the steel sheet manufacturing industry and the automobile industry.

EXPLANATION OF CODES

• • 1 aggregated ferrite
  • 2 coarse island-shaped hard structure (aspect ratio: small)
  • 3 acicular ferrite
  • 4 coarse island-shaped hard structure (aspect ratio: large)
  • 5 fine island-shaped hard structure (aspect ratio: small)

Claims

1. A high-strength steel sheet excellent in formability and impact resistance, the high-strength steel sheet comprising a chemical composition comprising: by mass %, C in a range from 0.080 to 0.500%;Si of 2.50% or less;Mn in a range from 0.50 to 5.00%;P of 0.100% or less;S of 0.0100% or less;Al in a range from 0.001 to 2.000%;N of 0.0150% or less;O of 0.0050% or less; andthe balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),the high-strength steel sheet comprising a microstructure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a steel sheet surface, the microstructure comprising: by volume %,20% or more of acicular ferrite;20% or more of an island-shaped hard structure comprising one or more of martensite, tempered martensite, and residual austenite,2% to 25% of the residual austenite;20% or less of aggregated ferrite; and5% or less of pearlite and/or cementite in total, whereinin the island-shaped hard structure, an average aspect ratio of a hard region having an equivalent circle diameter of 1.5 μm or more is 2.0 or more, and an average aspect ratio of a hard region having an equivalent circle diameter of less than 1.5 μm is less than 2.0, andan average of a number density per unit area (hereinafter also simply referred to as “the number density”) of the hard region having the equivalent circle diameter of less than 1.5 μm is equal to or more than 1.0×1010 pieces·m−2, and when the number density of the island-shaped hard structure in an area of at least 5.0×10−10 m2 in each of three view fields is obtained, a ratio between a maximum number density and a minimum number density thereof is 2.5 or less, [Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]≥1.00  (1)[element]: mass % of each element.

2. The high-strength steel sheet excellent in formability and impact resistance according to claim 1, wherein the chemical composition further comprises: by mass %, one or more of Ti of 0.300% or less, Nb of 0.100% or less, and V of 1.00% or less.

3. The high-strength steel sheet excellent in formability and impact resistance according to claim 1, wherein the chemical composition further comprises: by mass %, one or more of Cr of 2.00% or less, Ni of 2.00% or less, Cu of 2.00% or less, Mo of 1.00% or less, W of 1.00% or less, and B of 0.0100% or less.

4. The high-strength steel sheet excellent in formability and impact resistance according to claim 1, wherein the chemical composition further comprises: by mass %, one or more of Sn of 1.00% or less, and Sb of 0.200% or less.

5. The high-strength steel sheet excellent in formability and impact resistance according to claim 1, wherein the chemical composition further comprises: by mass %, one or more of Ca, Ce, Mg, Zr, La, Hf, and REM being 0.0100% or less in total.

6. The high-strength steel sheet excellent in formability and impact resistance according to claim 1, wherein the high-strength steel sheet comprises a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet.

7. The high-strength steel sheet excellent in formability and impact resistance according to claim 6, wherein the galvanized layer or the zinc alloy plated layer is an alloyed plated layer.

8. A manufacturing method of the high-strength steel sheet excellent in formability and impact resistance according to claim 1, the method comprising: providing a steel sheet for heat treatment by performing: a hot rolling process of heating a cast slab comprising components according to claim 1 to a temperature in a range from 1080 degrees C. to 1300 degrees C., and subsequently subjecting the cast slab to hot rolling, in which hot rolling conditions in a temperature region from a maximum heating temperature to 1000 degrees C. satisfy a formula (A) and a hot rolling completion temperature falls in a range from 975 degrees C. to 850 degrees C.;a cooling process in which cooling conditions applied from the completion of the hot rolling to 600 degrees C. satisfy a formula (2) that represents a sum of transformation progress degrees in 15 temperature regions obtained by equally dividing a temperature region ranging from the hot rolling completion temperature to 600 degrees C., and a temperature history that is measured by every 20 degrees C. from a time when 600 degrees C. is reached to a time when an intermediate heat treatment below is started satisfies a formula (3);a cold rolling process of cold rolling at a rolling reduction of 80% or less; andan intermediate heat treatment process comprising: heating the cold-rolled cast slab to a temperature in a range from (Ac3−30) degrees C. to (Ac3+100) degrees C. at an average heating rate of at least 30 degrees C. per second in a temperature region ranging from 650 degrees C. to (Ac3−40) degrees C.; limiting a dwell time in a temperature region ranging from the heating temperature to (maximum heating temperature−10) degrees C. to 100 seconds or less; and subsequently cooling the cast slab from the heating temperature at an average cooling rate of at least 30 degrees C. per second in a temperature region ranging from 750 degrees C. to 450 degrees C.; andperforming a main heat treatment process comprising:heating the steel sheet for heat treatment to a temperature ranging from (Ac1+25) degrees C. to an Ac3 point so that a temperature history from 450 degrees C. to 650 degrees C. satisfies a formula (B) below and subsequently a temperature history from 650 degrees C. to 750 degrees C. satisfies a formula (C) below;retaining the steel sheet for heat treatment for 150 seconds or less at the heating temperature;cooling the steel sheet for heat treatment from the heating retention temperature to a temperature region ranging from 550 degrees C. to 300 degrees C. at an average cooling rate of at least 10 degrees C. per second in a temperature region from 700 degrees C. to 550 degrees C.;setting a dwell time in the temperature region from 550 degrees C. to 300 degrees C. to 1000 seconds or less; andsetting dwell conditions in the temperature region from 550 degrees C. to 300 degrees C. to satisfy a formula (4) below,

9. The manufacturing method according to claim 8, further comprising subjecting the steel sheet for heat treatment to cold rolling at a rolling reduction of 15.0% or less before the main heat treatment process.

10. The manufacturing method according to claim 8, further comprising heating the high-strength steel sheet to a temperature in a range from 200 degrees C. to 600 degrees C. to be tempered.

11. The manufacturing method according to claim 8, further comprising subjecting the high-strength steel sheet to skin pass rolling at a rolling reduction of 2.0% or less.

12. A method of manufacturing a high-strength steel sheet comprising a chemical composition comprising: by mass %, C in a range from 0.080 to 0.500%;Si of 2.50% or less;Mn in a range from 0.50 to 5.00%;P of 0.100% or less;S of 0.0100% or less;Al in a range from 0.001 to 2.000%;N of 0.0150% or less;O of 0.0050% or less; andthe balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),the high-strength steel sheet comprising a microstructure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a steel sheet surface, the microstructure comprising: by volume %,20% or more of acicular ferrite;20% or more of an island-shaped hard structure comprising one or more of martensite, tempered martensite, and residual austenite,2% to 25% of the residual austenite;20% or less of aggregated ferrite; and5% or less of pearlite and/or cementite in total, whereinin the island-shaped hard structure, an average aspect ratio of a hard region having an equivalent circle diameter of 1.5 μm or more is 2.0 or more, and an average aspect ratio of a hard region having an equivalent circle diameter of less than 1.5 μm is less than 2.0,an average of a number density per unit area (hereinafter also simply referred to as “the number density”) of the hard region having the equivalent circle diameter of less than 1.5 μm is equal to or more than 1.0×1010 pieces·m−2, and when the number density of the island-shaped hard structure in an area of at least 5.0×10−10 m2 in each of three view fields is obtained, a ratio between a maximum number density and a minimum number density thereof is 2.5 or less, and [Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]≥1.00  (1)[element]: mass % of each element,the high-strength steel sheet comprises a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet,

13. The method according to claim 8 for manufacturing the high-strength steel sheet comprising a chemical composition comprising: by mass %, C in a range from 0.080 to 0.500%;Si of 2.50% or less;Mn in a range from 0.50 to 5.00%;P of 0.100% or less;S of 0.0100% or less;Al in a range from 0.001 to 2.000%;N of 0.0150% or less;O of 0.0050% or less; andthe balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),the high-strength steel sheet comprising a microstructure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a steel sheet surface, the microstructure comprising: by volume %,20% or more of acicular ferrite;20% or more of an island-shaped hard structure comprising one or more of martensite, tempered martensite, and residual austenite,2% to 25% of the residual austenite;20% or less of aggregated ferrite; and5% or less of pearlite and/or cementite in total, whereinin the island-shaped hard structure, an average aspect ratio of a hard region having an equivalent circle diameter of 1.5 μm or more is 2.0 or more, and an average aspect ratio of a hard region having an equivalent circle diameter of less than 1.5 μm is less than 2.0,an average of a number density per unit area (hereinafter also simply referred to as “the number density”) of the hard region having the equivalent circle diameter of less than 1.5 μm is equal to or more than 1.0×1010 pieces·m−2, and when the number density of the island-shaped hard structure in an area of at least 5.0×1010 m2 in each of three view fields is obtained, a ratio between a maximum number density and a minimum number density thereof is 2.5 or less, and [Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]≥1.00  (1)[element]: mass % of each element,the high-strength steel sheet comprises a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet,

14. A method of manufacturing a high-strength steel sheet comprising a chemical composition comprising: by mass %, C in a range from 0.080 to 0.500%;Si of 2.50% or less;Mn in a range from 0.50 to 5.00%;P of 0.100% or less;S of 0.0100% or less;Al in a range from 0.001 to 2.000%;N of 0.0150% or less;O of 0.0050% or less; andthe balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),the high-strength steel sheet comprising a microstructure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a steel sheet surface, the microstructure comprising:

15. (canceled)

16. The method according to claim 13 for manufacturing a high-strength steel sheet, comprising a chemical composition comprising: by mass %, C in a range from 0.080 to 0.500%;Si of 2.50% or less;Mn in a range from 0.50 to 5.00%;P of 0.100% or less;S of 0.0100% or less;Al in a range from 0.001 to 2.000%;N of 0.0150% or less;O of 0.0050% or less; andthe balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),the high-strength steel sheet comprising a microstructure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a steel sheet surface, the microstructure comprising: by volume %,20% or more of acicular ferrite;20% or more of an island-shaped hard structure comprising one or more of martensite, tempered martensite, and residual austenite,2% to 25% of the residual austenite;20% or less of aggregated ferrite; and5% or less of pearlite and/or cementite in total, whereinin the island-shaped hard structure, an average aspect ratio of a hard region having an equivalent circle diameter of 1.5 μm or more is 2.0 or more, and an average aspect ratio of a hard region having an equivalent circle diameter of less than 1.5 μm is less than 2.0,an average of a number density per unit area (hereinafter also simply referred to as “the number density”) of the hard region having the equivalent circle diameter of less than 1.5 μm is equal to or more than 1.0×1010 pieces·m−2, and when the number density of the island-shaped hard structure in an area of at least 5.0×10−10 m2 in each of three view fields is obtained, a ratio between a maximum number density and a minimum number density thereof is 2.5 or less, [Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]≥1.00  (1)[element]: mass % of each element,the high-strength steel sheet comprises a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet, andthe galvanized layer or the zinc alloy plated layer is an alloyed plated layer,

17. The method according to claim 14 for manufacturing a high-strength steel sheet comprising a chemical composition comprising: by mass %, C in a range from 0.080 to 0.500%;Si of 2.50% or less;Mn in a range from 0.50 to 5.00%;P of 0.100% or less;S of 0.0100% or less;Al in a range from 0.001 to 2.000%;N of 0.0150% or less;O of 0.0050% or less; andthe balance consisting of Fe and inevitable impurities, and in a steel sheet satisfying a formula (1),the high-strength steel sheet comprising a microstructure in a region from ⅛t (t: sheet thickness) to ⅜t (t: sheet thickness) from a steel sheet surface, the microstructure comprising: by volume %,20% or more of acicular ferrite;20% or more of an island-shaped hard structure comprising one or more of martensite, tempered martensite, and residual austenite,2% to 25% of the residual austenite;20% or less of aggregated ferrite; and5% or less of pearlite and/or cementite in total, whereinin the island-shaped hard structure, an average aspect ratio of a hard region having an equivalent circle diameter of 1.5 μm or more is 2.0 or more, and an average aspect ratio of a hard region having an equivalent circle diameter of less than 1.5 μm is less than 2.0,an average of a number density per unit area (hereinafter also simply referred to as “the number density”) of the hard region having the equivalent circle diameter of less than 1.5 μm is equal to or more than 1.0×1010 pieces·m−2, and when the number density of the island-shaped hard structure in an area of at least 5.0×1010 m2 in each of three view fields is obtained, a ratio between a maximum number density and a minimum number density thereof is 2.5 or less, [Si]+0.35[Mn]+0.15[Al]+2.80[Cr]+0.84[Mo]+0.50[Nb]+0.30[Ti]≥1.00  (1)[element]: mass % of each element,the high-strength steel sheet comprises a galvanized layer or a zinc alloy plated layer on one surface or both surfaces of the high-strength steel sheet, andthe galvanized layer or the zinc alloy plated layer is an alloyed plated layer,