ASTM A1604 Standard 6 X 6 - 10/10/6 X 6 - 8/8/6 X 6 - 6/6/6 X 6 - 4/4/ 6 X 6 - 2/2/Construction Concrete Reinforcement Mes Welded Reinforcing Steel Wire Mesh

• Customization: Available
• After-sales Service: 24 Hours on Line
• Warranty: 5 Years
• Model NO.: 6 x 6 - 10/10/6 x 6 - 8/8/4 x 4 - 8/8/12 x 12 - 6/
• Material: Low-Carbon Iron Wire
• Hole Shape: Rectangle
• Mesh Size: 100X300mm
• Surface Treatment: Cold Drawing
• Weave Technique: Welded
• Application: Construction Wire Mesh, Protecting Mesh
• Color: Steel
• Type: Welded Mesh
• Certification: ISO9001
• Condition: New
• Tensil Strength: 300MPa
• Yeild Strength: >500MPa
• Agt: 1.03
• Standard: AS/NZS 4671
• Transport Package: Bundle &Pallet
• Specification: 2.4m x6m
• Trademark: Rocicmhy
• Origin: China
• HS Code: 73142000
• Production Capacity: 120000tons

Product Description

Product Description

Construction Mesh
Imperial  Designation		Metric Designation			Steel Area in²/ lin ft mm²/ lin m²		Weight lbs/100sq ft² kg/ m²		Standard Size mesh sheets, roll*		Standard Size mesh sheets, roll*
6 x 6 - 10/10           W1.4 / W1.4		152 x 152 - MW 9.1 / MW 9.1			.029 60.6		20 0.98		7' x 20' 7'6''x 20'		5'x 100', 5' x 150' 7' x 200', 7'6'' x 200'
6 x 6 - 8/8           W2.1 / W2.1		152 x 152 - MW 13.3 / MW 13.3			.041 87.3		30 1.47		7'6" x 20'		5' x 200' 7'6'' x 200'
6 x 6 - 6/6           W2.9 / W2.9		152 x 152 - MW 18.7 / MW 18.7			.058 122.6		41 1.99		7'6" x 20'		5' x 200', 6' x 200' 7'6'' x 200
6 x 6 - 4/4           W4.0 / W4.0		152 x 152 - MW 25.7 / MW 25.7			.080 168.3		56 2.73		7'6" x 20'
6 x 6 - 2/2           W5.4 / W5.4		152 x 152 - MW 34.9 / MW 34.9			.108 229.1		76 3.72		7'6" x 20' 8' x 20'
6 x 6 - 0/0           W7.4 / W7.4		152 x 152 - MW 47.6 / MW 47.6			.148 312.3		104 5.07		7'6" x 20'
4 x 4 - 10/10           W1.4 / W1.4		102 x 102 - MW 9.1 / MW 9.1			.043 91.0		30 1.46		7' x 20'
4 x 4 - 8/8           W2.1 / W2.1		102 x 102 - MW 13.3 / MW 13.3			.062 131.2		43 2.11		7' x 20'
4 x 4 - 6/6           W2.9 / W2.9		102 x 102 - MW 18.7 / MW 18.7			.087 183.9		61 2.96		7' x 20'		7' x 20'
4 x 4 - 4/4           W4.0 / W4.0		102 x 102 - MW 25.7 / MW 25.7			.119 252.5		83 4.06		7' x 20'
12 x 12 - 6/6            W2.9 / W2.9		305 x 305 - MW 18.7 / MW 18.7			.029 61.4		20 0.98		8' x 20'
12 x 12 - 2/2            W5.4 / W5.4		305 x 305 - MW 34.9 / MW 34.9			.054 114.3		37 1.80		8' x 20'
12 x 12 - W8 / W8		305 x 305 - MW 51.6 / MW 51.6			.08 169.2		54 2.65		8' x 20'
Roll = 6' x 200'·6' x 100'

Slab mesh reinforcement for footing slab,beam and piers.
The slab mesh reinforcement is used on footing construction,beam and piers of waffle rafts.The slab mesh was made by Heyou wire mesh factory accordance with AS NZS 4671-2001.
the popular specification is SL102,SL92,SL82,SL72,SL63,SL53,L8TM,L11TM,L12TM in the Australia and New Zealand civil engineeing. The slab mesh reinforcement includes reinforcement mesh and trench mesh.Aoriding to different construction site,they use the spcification of slab meshes are difference.
 

The full of slab mesh reinforcement specification as below:
 

REINFORCING MESH TO AS/NZS4671:2001 / TRENCH MESH
Code	STD UNIT	LONGITUDINAL WIRES		CROSS WIRES	MASS / KG
L8TM200	6 Metre	3 x 7.60 @ 100		4.00 @ 300	6.8
L8TM300	6 Metre	4 x 7.60 @ 100		4.00 @ 300	9.2
L8TM400	6 Metre	5 x 7.60 @ 100		4.00 @ 300	11.6
L8TM500	6 Metre	6 x 7.60 @ 100		4.00 @ 300	13.9
L8TM600	6 Metre	3 x 7.60 @ 100		4.00 @ 300	15.9
L8TM2400	6 Metre	25 x 7.60 @ 100		4.00 @ 300	72
L11TM200	6 Metre	3 x 10.70 @ 100		4.77 @ 300	13
L11TM300	6 Metre	4 x 10.70 @ 100		4.77 @ 300	17.7
L11TM400	6 Metre	5 x 10.70 @ 100		4.77 @ 300	22.3
L11TM500	6 Metre	6 x 10.70 @ 100		4.77 @ 300	26.8
L11TM600	6 Metre	7 x 10.70 @ 100		4.77 @ 300	34
L11TM2300	6 Metre	24 x 10.70 @ 100		4.77 @ 300	107.1
L12TM200	6 Metre	3 X 11.90 @ 100		4.77 @ 300	16.3
L12TM300	6 Metre	4 X 11.90 @ 100		4.77 @ 300	21.8
L12TM400	6 Metre	5 X 11.90 @ 100		4.77 @ 300	27.3
L12TM500	6 Metre	6 X 11.90 @ 100		4.77 @ 300	32.8
L12TM600	6 Metre	7 X 11.90 @ 100		4.77 @ 300	38.1
RIBBED RECTANGULAR MESH
Code	STD UNIT	LONGITUDINAL WIRES		CROSS WIRES	MASS / KG
RL718	6 x 2.4m Sheet	25 x 6.75 @ 100		30 x 7.60 @ 200	67
RL818	6 x 2.4m Sheet	25 x 7.60 @ 100		30 x 7.60 @ 200	79
RL918	6 x 2.4m Sheet	25 x 8.60 @ 100		30 x 7.60 @ 200	93
RL1018	6 x 2.4m Sheet	25 x 9.50 @ 100		30 x 7.60 @ 200	109
RL1118	6 x 2.4m Sheet	25 x 10.70 @ 100		30 x 7.60 @ 200	130
RL1218	6 x 2.4m Sheet	25 x 11.90 @ 100		30 x 7.60 @ 200	157
REINFORCING MESH TO AS/NZS4671:2001 / RIBBED SQUARE MESH 6.0 X 2.4 METRES
Code	STD UNIT	LONGITUDINAL WIRES		CROSS WIRES	MASS / KG
SL52	6 x 2.4m Sheet	10 x4.77 @ 200 + 4 x 4.00 @ 100		30 x 4.77 @ 200	21
SL62	6 x 2.4m Sheet	10 x 6.00 @ 200 + 4 x 4.24 @ 100		30 x 6.00 @ 200	33
SL72	6 x 2.4m Sheet	10 x 6.75 @ 200 + 4 x 4.77 @ 100		30 x 6.75 @ 200	41
SL82	6 x 2.4m Sheet	10 x 7.60 @ 200 + 4 x 5.37 @ 100		30 x 7.60 @ 200	52
SL92	6 x 2.4m Sheet	10 x 8.60 @ 200 + 4 x 6.00 @ 100		30 x 8.60 @ 200	66
SL102	6 x 2.4m Sheet	10 x 9.50 @ 200 + 4 x 6.75 @ 100		30 x 9.50 @ 200	80
SL81	6 x 2.4m Sheet	25 x 7.60 @ 100		60 x 7.60 @ 100	105
SQUARE MESH 300 X 300 SPACING TO AS/NZS4671:2001
Code	STD UNIT	LONGITUDINAL WIRES		CROSS WIRES	MASS / KG
SL53	6 x 2.4m Sheet	6 x 5.00 @ 300		20 x 5.00 @ 300	14
SL63	6 x 2.4m Sheet	6 x 5.00 @ 300		20 x 5.00 @ 300	21
NL= Number of longitudinal bars PL= pitch of longitudinal bars dL= diameter of longitudinal bars NC=Number of transverse bars PC=Pitch of transverse bars dC=Diameter of transverse bars			L= length of longitudinal bar B=Length of transverse bar u1=Overhang of longitudinal bars u2=Overhang of longitudinal bars u3=Overhang of transverse bars u4= overhang of transverse bars

What is the material of the slab mesh reinforcement?
We adopt R250N,D500L,D500N,D300E,D500E as material to make the slab mesh reinforcement, especially D300E and D500E is seismic grade.



3.Each sheet of reinforcing mesh panel shall include number of bars,pitch,length,width, and overhang dimensions. And the bar arrangement of reinforcing mesh panel has single bars,twin bars or combination of single bars and twin bars.
 4.The technical data of reinforcing mesh panle is contained composition and characteristic mechanical porperties of reinforcing steels.
4.1.1
Table1
Composition of reinforcing steels

Type of analysis	Chemical composition,% max
	All grades			Carbon equivalent value(Ceq)for standard grades
	C	P	S	250N	500L	500N	300E	500E
Cast analysis	0.22	0.050	0.050	0.43	0.39	0.44	0.43	0.49
Products analysis	0.24	0.055	0.055	0.45	0.41	0.46	0.45	0.51

4.1.2
Table 2
Characteristic mechanical properties of reinforcing steels 

Property	250N (Note1)	500L (Note1)	500N	300E (Seismic)	500E (Seismic)	Type of specified value
Yield Stress(Mpa) RekL                       RekU	≥250 ---------	≥500 ≤750	≥500 ≤650	≥300 ≤380	≥500 ≤600	CvL:p=0.95 CvU:p=0.05
Ratio         Rm/Re	≥1.08 ---------	≥1.03 -----------	≥1.08 --------	≥1.15 ≤1.50	≥1.15 ≤1.40	CvL:p=0.90 CvU:p=0.10
Unitform Elogation Agt(%)	≥5.0	≥1.5	≥5.0	≥15.0	≥10.0	CvL:p=0.90

Notes:

1. Grade 250N is supplied as plain round reinforcing steel complying with AS 3679.1,exceptthe tolerance of the diameter and roundness dosen't apply it.
2. For 500L steel bars,only requriement for wire diameter is less than 5.0mm is R_ekL≥500

Material certificate of reinforcing mesh as below:
 

How can we conctrol our products quality for exporting Autralia?
Firstly,we purchase the material from Steel Factory and inspect chemical composition and mechnical property of reinforcing mesh panel in our in-house laboratary according to AS 1554.3.

Secondly,the panel size tolerances meassure way as:

1. Panel Size dimensions≤6m in length,there is 40mm tolerances.
2. Panel size dimensions>6m in length,the tolerance is ±0.7%
3. Wire diameter and mesh size measure and weld shear resistance test conformance to AS NZS 4761-2001 and as per contract.
4. Weigh the each bundle weight to calculate each panel weight.