Audited Supplier
6x6 W4.0/ 6x6 W5.4
24 Hours Online
5 Years
Low-Carbon Iron Wire
Square
152mm*152mm
Non
Welded
Construction Wire Mesh, Protecting Mesh
Steel
Welded Mesh
ISO9001, CE ISO14001
New
>515MPa
>500MPa
1.03%
AS/NZS 4671
heyou
Bundle &Pallet
2.28x6m
China
73142000
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.
The specification of 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* |
| 6 x 6 - 10/10 W1.4 / W1.4 | 152 x 152 - MW 9.1 / MW 9.1 | 0.029 60.6 | 20 .98 | 7'x 20' 7'6'' x 20' |
| 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' |
| 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' |
| 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 | 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 | 0.087 183.9 | 61 2.96 | 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 1.8 | 8'x 20' |
| 12 x 12 - W8 / W8 | 305 x 305 - MW 51.6 / MW 51.6 .08 | .080 169.2 | 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 | ||||
We adopt R250N,D500L,D500N,D300E,D500E as material to make the slab mesh reinforcement, especially D300E and D500E is seismic gra
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 |
- 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.
- For 500L steel bars,only requriement for wire diameter is less than 5.0mm is RekL≥500
- Panel Size dimensions≤6m in length,there is 40mm tolerances.
- Panel size dimensions>6m in length,the tolerance is ±0.7%
- Wire diameter and mesh size measure and weld shear resistance test conformance to AS NZS 4761-2001 and as per contract.
- Weigh the each bundle weight to calculate each panel weight.
Our products packing and shipment: |  |
| Steel pallet for reinforcing mesh size 2.4m *6m | Loading container for reinforcing mesh sheet:2.4m *6m |
