After-sales Service: | 24 Hours Online |
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Warranty: | 5 Years |
Material: | Low-Carbon Iron Wire |
Hole Shape: | Square |
Mesh Size: | 152mm*152mm |
Surface Treatment: | Non |
Samples: |
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Customization: |
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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.
2. 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' |
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 |
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 |
Steel pallet for reinforcing mesh size 2.4m *6m | Loading container for reinforcing mesh sheet:2.4m *6m |
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