Earthquake resistant concrete using three-dimensional metal reinforcing aggregate

Abstract

The present invention uses a three-dimensional metal reinforcing aggregate as an aggregate in producing a common ready-mixed concrete according to its object of use in producing the ready-mixed concrete and a mortar. Since it is the three-dimensional metal reinforcing aggregate, it is a technique to enhance the external pressure, internal pressure and tensile strength when the ready-mixed concrete is hardened and solidified. Since the three-dimensional metal reinforcing aggregate is forced into between an aggregate and an aggregate in the ready-mixed concrete, the aggregate and the aggregate are further bound, thereby enhancing the internal pressure, the external pressure and the tensile strength. For example, if split, crack and the like is generated on the concrete body near the cold joint of the placed concrete, the conventional concrete body leads to drop thereof and causes an accident. However, with the concrete body using the inventive three-dimensional metal reinforcing aggregate as the aggregate, even if the crack or the like is generated thereon, the three-dimensional metal reinforcing aggregate is coupled and connected with a variety of aggregates in the concrete body. Therefore, even if the split, crack or the like is generated thereon, it never leads to the drop.

Description

DETAILED DESCRIPIION OF THE INVENTION

[0001] 1. Technical Field to which the Invention Belongs

[0002] The present invention relates to an aggregate for public works and buildings or for producing common ready-mixed concrete, is a technique for enhancing strength, hardness, internal pressure, external pressure and tensile strength of a concrete body, is a manufacturing technique for enhancing the strength, hardness, internal pressure, external pressure and tensile strength of the concrete body when the ready-mixed concrete is hardened and transferred into the concrete body by using a three-dimensional metal reinforcing aggregate, is a new technique relating to prevention of a concrete lump drop of a concrete construction such as concrete joints due to chipping or cracking and is a new technique relating to a high-strength concrete body structure for a construction such as bridges, dams, tunnels, buildings, airports, harbors and so on.

[0003] 2. Prior Art

[0004] Conventional concrete for public works or buildings are classified into three categories, i.e. a heavyweight concrete, a normal concrete and a lightweight concrete, depending on a category, quality and class of the concrete and a category of an aggregate used in the concrete. JASS5 classifies it as shown in Table 1, depending on combination of the normal concrete, the lightweight concrete and a category of a coarse or a fine aggregate used therein.

TABLE 1
CATEGORY OF CONCRETE (JASS 5)
	Used aggregate
Category of concrete	Coarse aggregate	Fine aggregate
Heavyweight concrete	Heavyweight	Heavyweight
	aggregate	aggregate,
		sand or crushed sand
Normal	Gravel	Gravel	Sand or crushed sand
concrete	aggregate
	concrete
	Crushed stone	Crushed stone	Sand or crushed sand
	concrete
	Blast furnace	Blast furnace slag	Sand or crushed sand
	slag crushed	crushed stone
	stone concrete
Lightweight	1st category	Artificial	Sand or crushed
concrete		lightweight	sand
		aggregate
	2nd category	Artificial	Artificial
		lightweight	lightweight
		aggregate	aggregate or Artificial
			lightweight aggregate
			added with sand or
			crushed sand
	3rd category	Natural	Sand or crushed sand
		lightweight
		aggregate
		or by-product
		lightweight
		aggregate
		(Classification
		according to
		strength:
		300 or more (1))
	4th category	Natural	Sand or crushed sand
		lightweight
		aggregate or
		by-product
		lightweight
		aggregate
		(Classification
		according to
		strength:
		200 or more (1))
	5th category	Natural	Natural lightweight
		lightweight	aggregate or
		aggregate or	by-product
		by-product	lightweight aggregate
		lightweight	(Classification
		aggregate	according to strength:
		(Classification	200)
		according to
		strength: 200)
(Note) (1) is based on JIS A 5002 (Structural concrete aggregate)

[0005]

TABLE 2
SPECIFICATION ACCORDING TO CLASS OF QUALITY OF CONCRETE (JASS 5)
	Standard strength in design of concrete Fe (kg/cm2)
	Normal concrete
		Blast
	Gravel	furnace	Lightweight concrete
	and	slag	1st				Applied class of specification	Reference
Quality	crushed	crushed	Category				Specification	Specification	(example of
class of	stone	stone	and 2nd	3rd	4th	5th	about	about	structure as
concrete	concrete	concrete	category	category	category	category	material	construction	object of use)
High	270 or	—	240 or	—	—		1st class	1st category	Building frame
grade	more		more						made of RC or
	240		225						SRC needing
	225		210						concrete of
	210								particularly
									high reliability
Com-	240	240	225	210	135		2nd class	2nd category	Building frame
mon	225	225	210	180	120				made of
grade	210	210	180	150					normal RC or
	180	180	150						SRC
	150	150							Footing made
									of concrete
									blocks,
									circumferential
									girder, slab
									and angle post
Low	135	135	135	135	90	90	3rd class	3rd category	Footing of
cost									wooden
									buildings,
									small-sized
									gate and wall,
									petty structure
									not for
									residence,
									simple
									machine table

[0006] As shown in Table 2, the quality of the concrete is classified into three grades: high grade, common grade and low cost so as to be used according to a category of a building or importance.

[0007] RC specifications properly use them according to the importance, however, have no special classification.

[0008] According to a quality specification of an aggregate, generally required for the concrete are those which are stiff and hard, which have good grain shape and grain size, which are clean and pure without hazardous substances and which are durable and fireproof.

[0009] With respect to the quality of the aggregate regulated by JASS5RC specifications JIS or the like, particularly, JASS5 classifies the quality of the aggregate into the first class, the second class and the third class according to the quality and class of the concrete.

TABLE 3
QUALITY REGULATION OF AGGREGATE OF JASS 5
(a) Quality of gravel, sand and crushed stone
	Soild volume		Content of
Item		percentage for		materials
	Class of	Absolute		shape	Content	passing 75 μm
	specification	dry	Water	determination	of clay	standard sieve
	of	specific	absorption	(crushed stone)	lumps	in aggregate	Organic	Salinity
Category	material	gravity	(%)	(%)	(%)	(%)	impurities	(%)
Gravel	1st class	2.5 or	2.0 or less	57 or more	0.25 or	1.0 or less (1)	—	—
and		more			less
crushed	2nd class	2.5 or	3.0 or less	55 or more	0.25 or	1.0 or less (1)	—	—
stone		more			less
	3rd class	2.4 or	4.0 or less	53 or more	0.5 or	—	—	—
		more			less
Sand	1st class	2.5 or	3.0 or less	—	1.0 or	2.0 or less	Color of	0.04 or
		more			less		test	less
	2nd class	2.5 or	3.5 or less	—	1.0 or	3.0 or less	solution	0.1 or
		more			less		being not	less
	3rd class	2.4 or	4.0 or less	—	2.0 or	5.0 or less	deeper	0.1 or
		more			less		than	less
							standard
							solution
(b) Quality of blast furnace slag crushed stone
	Classification
	according to JIS
	A 5011
	(absolute dry		Content of
	specific gravity,	Solid volume	materials	Permissible
Item	water	percentage for	passing 75 μm	range of
Class of	absorption and	shape	standard sieve	variation of
specification of	weight of unit	determination	in aggregate	fineness
material	volume)	(%)	(%)	modulus
2nd class	A or B (2)	55 or more	5 or less	±0.3
3rd class	A or B	53 or more	—	±0.3
(c) Quality of lightweight aggregate
					Division
					according		Floating
		Division			to		particles in
		according	Division		absolute		lightweight
		to	according		dry	Permissible range of	coarse
Class of	Division	compressive	to soide		specific	variation of fineness	aggregate
specification	according to	strength	volume		gravity of	modulus	(%)
of	classification	as concrete	percentage	Stability (3)	aggregate	Coarse	Fine	Coarse
material	(3)	(3)	(3)	(%)	(3)	aggregate	aggregate	aggregate
1st class	Artificial	400	A	—	H	±0.30	±0.15	10 or less
		300			M
2nd class	Artificial	400	A	12 or less	H		(4)
				(4)
	Natural	300	B	Artificial is	M	±0.30	±0.15	10 or less
	By-product	200		eliminated
3rd class	Artificial	400	A	20 or less	H	Artificial	Artificial
	Natural	300	B	Artificial is	M	±0.30	±0.15
	By-product	200		eliminated	L
(Note) (1) In case of crushed stone, it is decided as 1.5% or less when those lost in the decantation test are crushed stone elements.
(Note) (2) In case a design strength of the blast furnace slag crushed stone concrete is 225 kg/cm2 or more, the classification B is used.
(Note) (3) According to JIS A 5002 (structural lightweight concrete aggregate)
(4) In case of the natural or by-product lightweight aggregate having the design strength of 180 kg/cm2 or less, the stability is decided as 20% or less and the variation permissible range of the fineness modulus of the fine aggregate is decided as ±0.25.

[0010] A size of a sieve to be used is regulated by the “sieve analysis of aggregate” of JIS (A1102).

[0011] Fine aggregate: 0.15, 0.3, 0.6, 1.2, 2.5, 5 and 10 mm.

[0012] Coarse aggregate: 2.5, 5, 10, 15, 20, 25, 30, 40, 50, 60, 80 and 100 mm.

[0013] JIS (A530S) of the ready-mixed concrete shown in Table 3 has accompanying documents and provides the category and the quality of the aggregate for public works and for buildings, respectively. The one for the buildings in the RC specifications for the public works is regulated in the same way as the second class of JASS 5.

[0014] An approximate relation between various properties of these aggregates and performance of the concrete is shown as in Table 4 as a list.

TABLE 4
An approximate relation between the various properties of these aggregates and
the performance of the concrete is shown as in the following Table as the list.
Various properties of aggregate and capability of concrete
Performance	Concrete before solidified	Hardened concrete
of concrete		Separa-	Air	Floccula-	Heat				Dry
Property of	Work-	tion/	quan-	tion	Genera-	Specific		Young's	contrac-
aggregate	ability	Breezing	tity	Hardening	tion	gravity	Strength	modulus	tion
Chemical				◯		◯	◯
component
Specific		◯				⊚	◯	◯
gravity
Water	◯	◯					◯		⊚
absorption
Strength							⊚	◯
Grain	⊚	⊚	◯			⊚	◯		◯
shape, grain
size
maximum
size
Weight of	◯	◯					◯		◯
unit volume,
solid volume
percentage
Durability							◯
(Stability)
Abrasion							◯
Resistance
Fire
resistance
Heat					⊚
conduction,
thermal
expansion
Organic				⊚			◯
impurities
Content of	◯	◯	◯	◯			◯		⊚
materials
passing
75 μm
standard
sieve in
aggregate
Salinity				◯					◯
Clay lumps,						◯	⊚	◯	◯
soft stone
pieces
	Hardened concrete
Performance	Ab-			Anti-	Fric-		Chemi-	Radioactive
of concrete	normal	Water-	Neutraliza-	freezing	tion	Fire	cals	rays	Heat
Property of	expan-	tight-	tion	melting	resis-	resis-	resis-	shielding	insula-
aggregate	sion	ness	(iron rust)	ability	tance	tance	tance	ability	tion
Chemical	⊚		◯			◯	⊚	◯	◯
component
Specific			◯					⊚	⊚
gravity
Water		◯	◯	⊚					◯
absorption
Strength				◯	⊚
Grain		⊚	◯
shape, grain
size
maximum
size
Weight of		⊚	◯
unit volume,
solid volume
percentage
Durability		◯	◯	⊚
(Stability)
Abrasion					⊚
Resistance
Fire						⊚
resistance
Heat						◯
conduction,
thermal
expansion
Organic
impurities
Content of		◯		◯	◯
materials
passing
75 μm
standard
sieve in
aggregate
Salinity			⊚				◯
Clay lumps,		◯		◯	⊚
soft stone
pieces
JIS A 5002 Aggregate for structural lightweight concrete
JIS A 5004 Crushed sand for concrete
JIS A 5005 Crushed stone for concrete
JIS A 5010 Blast furnace slag fine aggregate for concrete
JIS A 5011 Blast furnace slag fine aggregate for concrete
⊚ Having close relation
◯ having relation

[0015] Problem that the Invention is to Solve

[0016] It is required for the conventional concrete structure in public works and buildings to reconsider the strength, hardness, internal pressure, external pressure, anti-earthquake design, because of the incident of Great Hanshin Earthquake followed by Turkey Earthquake and Taiwan Earthquake. It is a subject of preparation for earthquake all over the world. In these years, there take place troubles in succession or an accident such as the one of Sanyo Shinkansen in Fukuoka Prefecture in which a concrete lump flaked off. The accident happened at Fukuoka tunnel in which the concrete lump hit directly the Hikari of Shinkansen and is really an important accident since the Shinkansen started.

[0017] The breakage of Shinkansen dating from the drop of the concrete lump is a big problem leading to a serious accident. It was followed by an accident of Japanese Railway Hokkaido in which a concrete body dropped in a tunnel, for example. They are very serious problems for tunnels of the railroad, the expressway and each of other roads. It is not supposed that the concrete flakes off in the tunnel. Experts have not predicted that there was a flaking accident at the joint or cold joint that was produced due to interruption of placing work of the concrete body or the like. It has not been listed as a matter needing special attention in tunnel checking essentials.

[0018] However, standard specifications for public works of the old National Railroad at the time of constructing Sanyou Shinkansen calls attention so that no troubles like the cold joint happen when executing the works. The cold joints were found at 2049 points of a front in nationalwide simultaneous checks.

[0019] Tunnels of the expressways, railroads and every roads of the national highways were checked. Its solution plan could not be found out. It is urgently needed to develop a new concrete body that has high internal pressure, external pressure and tensile strength. At the same time, it is also urgently needed to develop concrete aggregate.

[0020] Then, the inventor made a variety of examinations and experiments and created an invention of a three-dimensional metal reinforcing aggregate as a new aggregate that is related to prevention of drop of concrete lumps due to concrete joints. It is a technique that uses the three-dimensional reinforcing aggregate having an x-axis dimension, a y-axis dimension and a z-axis dimension as an aggregate of a concrete, thereby manufacturing a concrete body that is excellent in the internal pressure, the external pressure, the strength, the hardness and the tensile strength when a ready-mixed concrete is hardened and transferred into the concrete body. He developed a new technique of high strength or a three-dimensional metal reinforcing aggregate concrete body that can construct bridges, dams, tunnels, buildings, airports, harbors and so on. (This three-dimensional metal reinforcing aggregate has a three-dimensional shape of a curly and/or waved one, so that it is excellent in absorbing performance of electromagnetic waves.)

[0021] Means to Solve the Problem

[0022] The present invention uses a three-dimensional metal reinforcing aggregate as an aggregate in producing a common ready-mixed concrete, while mixing and kneading it therein, according to its object of use in producing the ready-mixed concrete and a mortar. Since it is the three-dimensional metal reinforcing aggregate, it is a technique to enhance the external pressure, internal pressure and tensile strength when the ready-mixed concrete is hardened and solidified. Since the three-dimensional metal reinforcing aggregate is forced into between an aggregate and an aggregate in the ready-mixed concrete, the aggregate and the aggregate are further bound, thereby enhancing the internal pressure, the external pressure and the tensile strength. For example, if split, crack and the like is generated on the concrete body near the cold joint of the placed concrete, the conventional concrete body leads to drop thereof and causes an accident. However, with the concrete body using the inventive three-dimensional metal reinforcing aggregate as the aggregate, even if the crack or the like is generated thereon, the three-dimensional metal reinforcing aggregate is coupled and connected with a variety of aggregates in the concrete body. Therefore, even if the split, crack or the like is generated thereon, it never leads to the drop.

[0023] Consequently, it is a technique of high strength that can prevent the accident of concrete lump drop due to the cold joint and that also intends safety for a variety of structure of public works and buildings. It is an earthquake-resisting concrete that can construct structures such as bridges, dams, tunnels, buildings, airports, harbors and the like.

[0024] Embodiments of the Invention

[0025] Described referring to FIG. 1 are a shape of a three-dimensional metal reinforcing aggregate according to an embodiment example of the present invention and a shape of an aggregate of an x-axis dimension, a y-axis dimension and a z-axis dimension according to a winding manufacturing work by a rotational shaft.

[0026] First Embodiment

[0027] A (three sides processed) three-dimensional metal reinforcing aggregate characterized by comprising a three-dimensional I-shape/reversed-V-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into three sides of an I-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0028] Second Embodiment

[0029] A (four sides processed) three-dimensional metal reinforcing aggregate characterized by comprising a three-dimensional L-shape/reversed-V-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into four sides of an L-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0030] Third Embodiment

[0031] A three-dimensional V-shape/reversed-V-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into four sides of a V-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0032] Fourth Embodiment

[0033] A three-dimensional N-shape-type/reversed-V-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into five sides of an N-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0034] Fifth Embodiment

[0035] A three-dimensional N-shape-type/reversed-V-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into six sides of an N-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0036] Sixth Embodiment

[0037] A three-dimensional W-shape-type/I-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into six sides of a W-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0038] Seventh Embodiment

[0039] A three-dimensional W-shape-type/reversed-V-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into six sides of a W-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0040] Eighth Embodiment

[0041] A three-dimensional S-shape-type/reversed-V-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into three sides of an S-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0042] Ninth Embodiment

[0043] A three-dimensional S-shape-type/reversed-W-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into three sides of an S-shape type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0044] Tenth Embodiment

[0045] A curled, waved (circular machining) three-dimensional metal reinforcing aggregate characterized by comprising a three-dimensional concentric true-circular-shape-type/vertical-circle-crossing-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into a concentric true circle type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0046] Eleventh Embodiment

[0047] A three-dimensional two-axis circular-type/vertical-circle-crossing-type that is made by processing a shape of a steel wire plated with zinc or a stainless steel wire having a diameter of 1 millimeter to 6 millimeter and a length of a side of 1 centimeter to 6 centimeter into a two-axis circle type, 90 degrees, 80 degrees, 70 degrees, 60 degrees, 50 degrees, 40 degrees, 30 degrees, 20 degrees or 10 degrees and a rotational shaft.

[0048] The three-dimensional metal reinforcing aggregate of the present invention is composed of a bar-shaped metal or an irregular-shaped metal plating or a coated metal.

[0049] A proportion of a thickness, a length, an x-axis dimension, a y-axis dimension and a z-axis dimension is properly selected in accordance with an object of use in constructing a concrete structure.

[0050] A bending inclination angle of the above-mentioned three-dimensional metal reinforcing aggregate is preferably 30 degrees, 40 degrees, 50 degrees, 60 degrees, 70 degrees, 80 degrees or 90 degrees. The three-dimensional metal reinforcing aggregate is characterized in the curled and/or waved shape. If the value of the first embodiment to the eleventh embodiment is selected in accordance with an object of use, better performance and effects are obtained.

[0051] Effects of the Invention

[0052] The concrete body using the three-dimensional metal reinforcing aggregate of the present invention has the following advantageous effects.

[0053] (1) It can construct a reinforced concrete structure without any necessity of a reinforcing bar arrangement.

[0054] (2) It can be placed by a mobile concrete pump. (reinforced concrete)

[0055] (3) Since it is a three-dimensional metal reinforcing aggregate, it can be mixed and kneaded uniformly in the concrete body.

[0056] (4) Since the concrete body has an even heat conduction, it can prevent degradation.

[0057] (5) The aggregate and the aggregate are connected and coupled with the three-dimensional metal reinforcing aggregate, so that it can prevent splitting and cracking as well as drop of concrete lumps.

[0058] (6) It has higher internal pressure, external pressure and tensile strength in comparison with the conventional concrete.

[0059] (7) It can prevent drop of the concrete lumps at the cold joints caused in execution of works of public works and buildings, especially, the tunnel structures.

[0060] (8) It has a strength superior to that of common reinforced concrete./

[0061] (9) A concrete body that is strong in shocks can be manufactured.

[0062] (10) It can enhance the strength, hardness, internal pressure, external pressure and tensile strength without necessity of a reinforcing bar arrangement.

[0063] (11) Since it is a three-dimensional metal reinforcing aggregate of a curled and/or waved shape, it has absorbing ability of electromagnetic waves and is a shielding aggregate for electromagnetic waves.

[0064] (12) When it is used in combination with common reinforced concrete, a stronger concrete body can be manufactured, so that it can construct structures of public works and buildings such as tunnels, dams, bridges, airports, harbors and so on.

[0065] (13) Since it becomes a concrete body of high strength, it can decrease a volume of the concrete. (It can be placed even in a thin mold.)

BRIEF DESCRIPTION OF THE DRAWINGS

[0066] FIG. 1 is a drawing of a rotating-shaped shaft relating to manufacturing of a three-dimensional metal reinforcing aggregate of the present invention, and has a plan view, an elevation and a side view.

[0067] FIG. 2 is a cross-sectional view of a cut concrete body using a three-dimensional metal reinforcing aggregate (three sides processing) of the present invention.

[0068] FIG. 3 is a cross-sectional view of a cut concrete body using a three-dimensional metal reinforcing aggregate (circular processing, curl processing and waving processing) of the present invention.

[0069] FIG. 4 is a drawing showing a plan of a two sides processing, a three sides processing, four sides processing and a circular processing of a three-dimensional metal reinforcing aggregate of the present invention, is a drawing showing an angle of a winding processing, is a drawing showing a cutting interval in manufacturing a three-dimensional metal reinforcing aggregate and can provide many sides processing.

[0070] FIG. 5 is a photograph in place of a drawing of a three-dimensional metal reinforcing aggregate of the present invention.

[0071] FIG. 6 is a photograph in place of a drawing of a three-dimensional metal reinforcing aggregate of the present invention.

[0072]

DESCRIPTION OF CODES
1 cement
2 sand
3 gravel
4 three-dimensional metal reinforcing aggregate

Claims

1. A three-dimensional metal reinforcing aggregate earthquake resisting concrete characterized by using and mixing and kneading a three-dimensional metal reinforcing aggregate having an x-axis dimension, a y-axis dimension and a z-axis dimension as an aggregate in manufacturing a ready-mixed concrete.

2. A three-dimensional metal reinforcing aggregate mortar using a three-dimensional metal reinforcing aggregate having an x-axis dimension, a y-axis dimension and a z-axis dimension in mixing and kneading a mortar.

3. An earthquake resisting concrete body and an earthquake resisting mortar concrete body using the three-dimensional metal reinforcing aggregate in claim 1 or claim 2.

4. A metal of a three-dimensional metal reinforcing aggregate in claim 1 or claim 2 using a variety of metals, alloys or plated metals, a diameter and a length of the metal corresponding to an object of use.

5. A curled and/or waved three-dimensional metal reinforcing aggregate characterized in that the three-dimensional metal reinforcing aggregate is obtained by processing while adjusting a winding inclination angle of a rotating-shaped shaft, or by another mechanical shaping.

6. The three-dimensional metal reinforcing aggregate being a metal aggregate that can be mixed and kneaded in a gypsum, a resin, a pulp, a rubber, a polyethylene, a plastic and the like and that enhances a strength, a hardness, an internal pressure, an external pressure and a tensile strength.

7. An electromagnetic wave absorbing aggregate characterized by the three-dimensional metal reinforcing aggregate having a three-dimensional shape of a curled and/or waved shape or the like.