China Direct British Standard BS4483 Mesh A98 / A142 / A193 / A252 / A393 Rebar Slab Welded Steel Wire Mesh for Building and Bridge Construction

• Customization: Available
• After-sales Service: 24 Hours Online
• Warranty: 5 Years
• Model NO.: A98 / A142 / A193 / A252 / A393
• Material: Low-Carbon Iron Wire
• Hole Shape: Square
• Mesh Size: 200mm X 200mm
• Surface Treatment: Non
• Weave Technique: Welded
• Application: Construction Wire Mesh, Protecting Mesh
• Color: Steel
• Type: Welded Mesh
• Certification: ISO9001, CE ISO14001
• Condition: New
• Tensile Strength: >515MPa
• Yield Strength: >500MPa
• Agt: 1.03%
• Standard: BS4483
• Transport Package: Bundle &Pallet
• Specification: 2.4m x 4.8m
• Trademark: heyou
• Origin: China
• HS Code: 73142000
• Production Capacity: 120000tons

Product Description

Reinforcing Welded Wire Mesh is also called Construction reinforced concrete mesh, Concrete reinforcing mesh ,wire steel bar mesh, steel concrete mesh.  Reinforcing Welded Wire Mesh is longitudnal reinforcement and transverse reinforcement were arraanged in a certain interval and  at right angles to each other, all the intersections are welded together. 

Standard mesh is belong to reinforcing mesh, the spacing of standard mesh is 200mm,overhang length is 100mm of four sides, and the popular size is A393, A252, A193, A142, B1131, B785, B503, B385, B283, and D49. We have plenty of these A type, B type and D type stocks perennially. The stocks of traditional standard mesh is manufactured in panel size 2.4m x 4.8m. and the material is B500A, which is conformed with stanard BS4483: 2005 and BS8666: 2000.


The full of standard mesh material's tensile properties as below:
 

Performance characteristic	Minimum value			Maximum value
	B500A	B500B	B500C	B500A	B500B	B500C
Re,MPa	485	485	485	650	650	650
Rm/Re	1.03a	1.06	1.13	N/A	N/A	1.38
Agt,%	2.0b	4	6	N/A	N/A	N/A
a 1.01 for wire diameter below 8mmb 0.8% for wire diameter below 8mm

The specification of standard mesh as below:
 

SH TYPE	STEEL GRADE	Ø (mm)		DIMENSIONS (mm)		CENTERS (mm)		SHEET		BUNDLE		NL	NC	OVERHANGS (mm)
		dL	dC	L	B	Pl	Pc	kg / m2	kg / Sheet	Sheets / Bundle	Kg/Bundle			u1	u2	u3	u4
A98	B500A	5	5	4800	2400	200	200	1.54	17.76	60	1065.6	12	24	100	100	100	100
A142	B500A /B500B	6	6	4800	2400	200	200	2,22	25.59	50	1280	12	24	100	100	100	100
A193	B 500A	7	7	4800	2400	200	200	3,02	34.83	40	1393	12	24	100	100	100	100
A252	B500A / B500 B	8	8	4800	2400	200	200	3,95	45.5	30	1365	12	24	100	100	100	100
A393	B500B	10	10	4800	2400	200	200	6,16	71.08	20	1422	12	24	100	100	100	100
Structural Mesh
B196	B500A	5	7	4800	2400	100	200	3.05	35.18	30	1055.4	24	24	100	100	50	50
B283	B500A	6	7	4800	2400	100	200	3.73	43	25	1075	24	24	100	100	50	50
B385	B500A	7	7	4800	2400	100	200	4,53	52.25	30	1568	24	24	100	100	50	50
B503	B500B	8	8	4800	2400	100	200	5,93	68.24	20	1365	24	24	100	100	50	50
B785	B 500 B	10	8	4800	2400	100	200	8,14	93.83	14	1314	24	24	100	100	50	50
B1131	B 500 B	12	8	4800	2400	100	200	10,90	125.1	10	1251	24	24	100	100	50	50
Long Mesh
C785	B500B	10	6	4800	2400	100	400	6.72	77.48	13	1007.2	24	12	200	200	50	50
C636	B500B	9	6	4800	2400	100	400	5.55	63.97	16	1023.5	24	12	200	200	50	50
C503	B500A	8	5	4800	2400	100	400	4.34	49.93	21	1048.5	24	12	200	200	50	50
C385	B500A	7	5	4800	2400	100	400	3.41	39.26	26	1020.7	24	12	200	200	50	50
C283	B500A	6	5	4800	2400	100	400	2.61	30.06	34	1022	24	12	200	200	50	50
Wrapping Mesh
D98	B500A	5	5	4800	2400	200	200	1.54	17.74	57	1011.2	12	24	100	100	100	100
D49	B500A	2.5	2.5	4800	2400	100	100	0.77	8.87	113	1002.3	24	48	50	50	50	50

 

 

The skatch of Standard mesh as below:

 

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

The production process of reinforcement steel mesh:

Firstly,Purchase wire rod from steel factory	Secondly,Test the raw material tensile strength
Thirdly,drawing wire diameter as per contract	Fourthly,Straight and Cutting wire as per contract
Fifthly,The reinforcement steel mesh welded by automatic and electric resistance machine	After finished producing,the reinforcement steel mesh has a good condition storage.
Clearly and visible notches	Firmly and strong solid joint
Messured wire diameter of reinforcement steel mesh	Messured mesh space of reinfocement steel mesh

Our products packing and shipment:

Steel pallet for reinforcing mesh size 2.4m *6m	Loading container for reinforcing mesh sheet:2.4m *6m

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

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.