Customization: | Available |
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After-sales Service: | 24hours Online |
Material: | Low-Carbon Iron Wire |
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Tensile stregth test of construction reinforcement mesh as per contract | Wire diameter of construction reinforcement mesh messured as per contract |
Overhang of construction reinforcement mesh messured | Mesh spaces of construction reinforcement mesh messured, |
Width of construction reinforcement mesh messured as per contract | Lengh of construction reinforcement mesh messured as per contract |
concrete reinforcing mesh specification | ||||||||
Mesh Type and reference number | Longitudinal bars | Cross-bars | Mass for 6x2.4m sheets | Cross-sectional area/m width | ||||
No. x dia., mm | Pitch,@mm | No. x dia., mm | Pitch,@mm | Unit area,kg/sqm | Sheet,kg | Long'l bars,sqmm/m | Cross bars,sqmm/m | |
structural | ||||||||
SE92 | 13 X9.0 | 200 | 30 X9.0 | 200 | 5.0 | 75 | 318 | 318 |
SE82 | 13 X8.0 | 200 | 30 X8.0 | 200 | 3.9 | 59 | 251 | 251 |
SE72 | 13 X7.0 | 200 | 30 X7.0 | 200 | 3.0 | 45 | 192 | 192 |
SE62 | 13 X6.0 | 200 | 30 X6.0 | 200 | 2.2 | 33 | 141 | 141 |
Non-structural | ||||||||
SL51.5 | 17 X5.3 | 150 | 40 X5.3 | 150 | 2.2 | 32 | 147 | 147 |
SL41.5 | 17 X4.0 | 150 | 40 X4.0 | 150 | 1.3 | 19 | 84 | 84 |
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 |