Information
-
Patent Grant
-
6769366
-
Patent Number
6,769,366
-
Date Filed
Wednesday, September 11, 199628 years ago
-
Date Issued
Tuesday, August 3, 200420 years ago
-
Inventors
-
Original Assignees
-
Examiners
Agents
- BLK Law Group
- Shideler; Blynn L.
- Shideler; Krisanne
-
CPC
-
US Classifications
Field of Search
US
- 105 404
- 105 396
- 105 401
- 105 409
- 105 413
- 105 414
- 105 416
- 105 417
- 105 418
- 105 419
- 052 7262
- 052 7304
- 052 7312
- 052 7321
- 052 7376
- 052 7373
-
International Classifications
-
Abstract
A one-piece center sill for a railroad freight car formed by cold rolling a flat sheet of steel into a rectangular configuration. One of the embodiments includes strengthening flanges and another includes ribs.
Description
BACKGROUND OF THE INVENTION
1. Field of the Invention
This invention relates in general to railroad cars and more specifically, to a one piece center sill and its method of manufacture.
2. Summary of the Prior Art
The center sill is the primary structural member of the underframe of a rail car. It is subjected to the buff and draft forces created during operation of the rail car and normally extends as a continuous member along the length of the car body. In the past, center sills have possessed many different cross-sectional configurations depending on the type of rail car and other considerations. Center sills have been in the shape of hat designs, C-sections and other configurations. Regardless of its particular shape, it is well known to form a center sill by welding a plurality of pieces together as a unit along its substantial length. The use of welds to manufacture center sills presents several long existing problems. Because welding is needed, the reliance on this process to fabricate a finished center sill is inefficient from both a cost and productivity standpoint. The application of the welds along the lengths of the pieces being joined as a center sill is labor intensive and cannot attain high-speed production. In addition, the application of multiple welds heats the material being joined and results in so-called weld flux. Weld flux creates deviations in the straightness or acceptable tolerances of the center sill being formed. As a result, further physical steps are needed to finish the welded center sill unit and conform it to acceptable tolerances in camber, sweep and twist to be suitable for use in a railroad car. As an additional important consideration, a welded center sill is an inherently heavy structure due to its design and fabrication technique. Accordingly, it is desirable in the prior art to provide an improved, light weight center sill in which the necessity of welds or other securement techniques are eliminated.
SUMMARY OF THE INVENTION
It is an objective of this invention to provide an improved single piece center sill capable of being cold formed into a straight member having close tolerances. The various configurations of the several embodiments of the invention are cold formed at a plurality of cold rolling stations from a plate or sheet of coiled steel. The flat sheet undergoes progressive formation at each rolling station whereby drawings of the steps of shaping developed by each roll station, when superimposed, form a flower diagram to assist the roll tooling designer. The center sills herein disclosed can be formed on a continuous basis without interruption between separate center sills. The unique cold forming process of the invention allows center sills having a thickness up to one-half inch to be formed without the use of welds as in the prior art. Because the bent sections forming the shape of the center sill are cold worked numerous times during working, the material is strengthened to produce a stronger cross-section without thicker sections or reinforcing material. The center sills are open at the bottom to provide desired access within the center sill body. Two of the configurations of the center sill include extra structural features that provide enhanced strength characteristics without adding significant weight.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1
is a side elevational view, with parts in section, showing any of the center sill embodiments of the invention on a gondola car;
FIG. 2
is an end elevational view, with parts in section, of the cross-section of the first embodiment of the single piece center sill for use with the railroad car such as illustrated in
FIG. 1
;
FIG. 3
is an end elevational view, with parts in section, of the cross-section configuration of a second embodiment of the single piece continuous center sill invention for use with a railroad car of the type shown in
FIG. 1
;
FIG. 4
is an end elevational view, with parts in section, of the cross-section configuration of a third embodiment of the single piece center sill of the invention for use with a car of the type shown in
FIG. 1
; and
FIG. 5
is a schematic diagram of the cold forming process for forming the cold formed continuous center sill of the several embodiments of the invention.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
Referring to
FIG. 1
, there is illustrated a railroad gondola car
2
for carrying commodities, such as coal, gravel and the like, and having a underbody carried by opposed truck assemblies
4
. The underbody of the railroad car of the invention includes a continuous single piece center sill
6
extending substantially the entire length of the car. As will be apparent from the following description, the single piece center sills of several embodiments of the invention provide significant advantages over prior center sills and contribute to a lightweight, economical car design. Although the center sills of the invention are shown with reference to the gondola car of
FIG. 1
by way of illustration, it is within the scope of the invention to use the single piece center sill herein disclosed with any type or design of rail freight car in which the advantages of the invention are desired.
Referring now to
FIG. 2
, there is illustrated the first embodiment of the single piece center sill of the invention, generally designated by reference numeral
6
a
. The center sill
6
a
of
FIG. 2
is formed from a suitable steel by a cold rolling process to be described. The center sill
6
a
is formed in a generally rectangular configuration from a flat one piece plate or coiled sheet of steel and is continuous along its length. The center sill is formed by bent sections created in the cold forming process from a material having a thickness of up to ½ inch with thicknesses of either 0.35 inches to 0.5 inches being preferable. The center sill
6
a
includes an upper flat top wall
10
and a pair of flat side sections or webs
12
, each of generally constant thicknesses.
The top wall
10
and pair of side sections
12
are joined together at right angles by upper curved sections
14
having curved outer surfaces
14
a
and curved inner surface
14
b
, the latter being formed about a common radius, such as, for example, {fraction (15/16)} inches. The bottom sections
16
of the center sill
6
a
are inwardly formed horizontally at right angles to the side sections
12
through curved connecting sections
18
having curved outer surfaces
18
a
and curved inner surfaces
18
b
, the latter being of constant radius, such as, for example, approximately {fraction (15/16)} inches. The bottom sections
16
terminate with a free ends
20
to form a longitudinal opening
22
through which access within the center sill
6
a
is provided. By way of example, the bottom sections
16
forming the bottom portions of the center sill may each extend approximately four inches from the side sections
12
and create the bottom opening
22
having a width of approximately five to six inches. The center sill
6
a
preferably possesses an average yield strength throughout its length of at least seventy thousand ksi and an average tensile strength of at least eighty thousand ksi to meet all strength requirements for the center sill. The curved sections
14
and
18
are cold worked numerous times during the colding rolling process. As a result, the material is cold hardened and strengthened at sections
14
and
18
as compared to its original unformed state. The resulting cross-section does not require thicker sections or added material as in the prior art and provide a lightweight, high strength member.
Referring to
FIG. 3
, there is illustrated the second embodiment of the center sill of the invention. The center sill
6
b
of
FIG. 3
includes upper top wall
30
, opposed side sections or webs
32
and bent in bottom portions
34
creating opening
35
. The top walls
30
, opposed side sections
32
, and bottom portions
34
are respectively interconnected by upper curved sections
36
and lower curved sections
38
having a similar configuration as the embodiment of FIG.
2
. As in the prior art, the curved sections
36
and
38
are cold hardened during rolling for increased strength. The center sill
6
b
further includes a pair of upright internal flange portions
40
extending upward and being joined to bottom portions
34
by curved sections
42
of constant radius similar as curved sections
36
and
38
. The center sill
6
b
is cold formed in progressive steps as the previous embodiment to obtain its configuration, but initially from a wider sheet or plate material. The curved sections
42
are also cold hardened during rolling for increased strength. As a result, the cross-section of the center sill
6
b
includes more material for similar external dimensions than the configuration of the embodiment of
FIG. 2
because of flange portions
40
to provide greater strength characteristics and high resistance to buckling, with only a minimum increase in weight. The thickness of center sill of
FIG. 3
is preferably up to ½ inch, with 0.35 to 0.5 inches being preferred. The configuration exceeds the strength characteristics of the preceding embodiment for the same dimensions and material and is also continuously formed from a one piece coiled sheet or plate.
Referring now to
FIG. 4
, there is illustrated the third embodiment of the invention, generally designated by reference numeral
6
c
. The configuration of the center sill
6
c
is also similar to the embodiment of
FIG. 2
, but further includes a pair of inwardly disposed ribs
50
rolled out of the two side sections or webs
52
of the center sill
6
c
. The inwardly directed ribs
50
serve as stiffeners for the elongated center sill and are cold formed during the first stations in the rolling process. The center sill
6
c
includes a top wall
54
which is oriented at 90° to side sections
52
by a curved portion
56
having an approximate radius, for example, of {fraction (15/16)} inches and the like. The ribs
50
include inwardly extending connecting portion
56
of a length less than an inch and have a flat internal wall
57
to rigidize the center sill. The connecting portion is also worked hardened as are curved portion
56
. The bottom of the center sill includes a pair of partial horizontal bottom sections
58
integral to side sections
52
by curved sections
59
. The bottom sections define longitudinal bottom opening
60
along the center sill
6
c
. Although other sizes and dimensions may be employed in accordance with the invention, the center sill
6
c
may have a width of approximately 1 foot {fraction (13/16)} inches and a height of approximately 1 foot, {fraction (15/16)} inches and the like. The embodiments described with reference to
FIGS. 2 and 3
may have similar or external dimensions. The internal wall
57
of the ribs
50
may extend for a height of three to four inches or other suitable dimension. The bottom sections
58
may extend for approximately 4 inches at the bottom. The center sill
6
c
is cold formed from a steel having a tensile strength of at least 70 ksi. Center sill
6
c
provides additional bending and buckling strength due to the presence of the stiffening ribs
50
for the same size and material as compared to the embodiment of
FIG. 2
, but only adds minimal weight to the overall structure of the beam.
Referring now to
FIG. 5
, a schematic view of the technique of cold rolling the various embodiments of the center sill of the invention is illustrated. Coiled steel in sheet form is carried by a conventional uncoiler
70
. In the embodiment of
FIG. 2
, the width of the coiled metal may be, for example, forty-six inches. As is well known, the stations of the rolling mill
74
comprise roll formers positioned at different orientations at each station to cause the progressive deformation of the sheet material into the desired configuration. During the initial set up of the process, the steel coil is opened and fed through a flattener apparatus
72
to remove coil set. The lead end of the coil is trimmed and joined to the trailing end of the previous length of material in a shear welder. The plate or sheet material is fed to a forming mill
74
comprising ten or more pairs of roll forming stations to progressively form the flat material into the finished shape as shown in
FIGS. 2
,
3
and
4
.
In the formation of the embodiment of
FIG. 2
, the flat plate or sheet material undergoes bending at a plurality of stations, such as ten or more, that create the final cold formed shape of the center sill of
FIG. 2
to be formed. In connection with the embodiment of
FIG. 3
, added stations are required for first several steps to form the bent up internal flange portions
40
. As to the embodiment of
FIG. 4
, the rib sections
50
are also formed during the first several steps of the rolling process during passage of the sheet material through the rolling mill
74
.
After the final station in rolling mill
74
is passed, the formed single piece center sill is delivered to a cut-off press
76
which cuts the center sill to the desired length without stopping the rolling process. The separated center sill then is conveyed to a conveyor
78
on which the profile of the center sill is inspected to determine whether its dimensions are correct and whether acceptable tolerances of camber, sweep, and twist have been maintained. The cold forming process of the invention attains significantly close tolerances in the final product of the center sill by a process that is capable of high production with minimum labor. This capability provides a vastly superior product with economical manufacture and a beam structure of high quality and precise shape. The single piece center sill of the invention is lightweight, being approximately 1,000 pounds or more lighter than conventional welded sills.
Superior strength characteristics of the center sill of the invention are attained by using a steel, such as an ASTM A
607
, grade
70
for a plate or sheet having a thickness ⅜ inches. With a thicker sheet of material, such as ½ inches, an ASTM A
607
, grade
50
steel may be used with coiled plate or a ASTM A
572
, grade
50
with a coiled sheet. One suitable ASTM A
607
, grade
70
steel for thicknesses of ⅜ inches is known as Type
1
, sold under the trademark Stelmax
70
. Stelmax
70
has an expected yield strength of 76 ksi and a tensile strength of 86 ksi. Other steels of the type described demonstrating similar properties may be used with the invention.
Claims
- 1. A center sill for a railroad car comprising a cold formed center sill, said center sill being formed from a single flat member of material, wherein said center sill includes a cross-section having a generally hollow, rectangular configuration, and an open bottom, wherein said open bottom is formed by a pair of horizontal portions having spaced longitudinal edges, and wherein said horizontal portions include generally vertical flanges formed along said longitudinal edges.
- 2. The center sill according to claim 1 wherein said single flat member is steel having a yield strength of at least 70 ksi.
- 3. The center sill according to claim 1 wherein said vertical flanges extend into said center sill.
- 4. The center sill according to claim 1 wherein said center will includes a top wall, a pair of side walls and a pair of lower bottom sections to form a longitudinal opening of said open bottom,said top wall and said side wall being interconnected by first work hardened interconnecting sections, said side walls and said lower bottom portions being second work hardened interconnecting sections.
- 5. The center sill according to claim 4 wherein said first interconnecting sections and said second interconnecting sections are curved sections forming said generally rectangular configuration.
- 6. The center sill according to claim 1 wherein said center sill has a generally constant thickness.
- 7. The center sill according to claim 6 wherein said constant thickness is in the ranges of 0.35″ to 0.5″.
- 8. A center sill for a railroad car comprising a cold formed center sill, said center sill being formed from a single fat member of material, wherein said center sill includes a cross-section having a generally hollow, rectangular configuration, and wherein said center sill includes opposed side walls, said side walls including longitudinal ribs.
- 9. The center sill according to claim 8 wherein said ribs are bent inward from said side walls.
- 10. A beam for use with the underframe of a vehicle comprisinga one-piece cold formed steel member having a hollow elongated body, and said body having a generally rectangular configuration, wherein said one-piece steel body is formed from a flat steel member by cold forming, and wherein said beam includes an upper wall, a pair of side walls and a pair of bottom portions forming a longitudinal opening, said upper wall, said pair of side walls and said bottom horizontal portions having a constant thickness of material, and wherein said upper wall, said pair of side walls and said bottom portions are respectively interconnected by curved portions, said curved portions being cold hardened during said cold working process, and further including vertical flange portions extending from said horizontal bottom portions.
- 11. The beam according to claim 10 wherein side walls include longitudinally extending ribs.
- 12. A center sill for use with the under frame of a railroad car, said center sill comprising a steel member having a hollow elongated body, said body having a generally rectangular configuration, wherein said body includes an upper wall, a pair of side walls, and a pair of bottom portions forming a longitudinal opening, and wherein said upper wall, said pair of side walls and said bottom portions are respectively interconnected by cold hardened curved portions, said curved portions being cold hardened during a cold forming process, and further including vertically extending flanges spaced from said pair of side walls extending from said bottom portions on opposed sides of said longitudinal opening.
- 13. The center sill of claim 12 wherein said body has a strength of at least 50 ksi and a thickness of at least ⅜ of an inch.
- 14. The center sill of claim 12 wherein said center sill has a substantially constant thickness.
US Referenced Citations (11)