| After-sales Service: | 24hours Online |
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| Warranty: | 5 Years |
| Material: | Low-Carbon Iron Wire |
| Hole Shape: | Rectangle |
| Mesh Size: | 100X200mm |
| Surface Treatment: | Cold Drawing |
| Samples: |
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| Customization: |
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Suppliers with verified business licenses
Audited Supplier | welded mesh with ribbed | |||||||
| Mesh model | longitudinal reinforcement | transverse reinforcement | Weight (kg/m2) | ||||
| dL (mm) | pL(mm) | area per meter(mm2/m) | dC (mm) | pC (mm) | area per meter(mm2/m) | ||
| D12 | 12 | 100 | 1131 | 12 | 100 | 1131 | 17.75 |
| D11 | 11 | 100 | 950 | 11 | 100 | 950 | 14.92 |
| D10 | 10 | 100 | 785 | 10 | 100 | 785 | 12.33 |
| D9 | 9 | 100 | 635 | 9 | 100 | 635 | 9.98 |
| D8 | 8 | 100 | 503 | 8 | 100 | 503 | 7.9 |
| D7 | 7 | 100 | 385 | 7 | 100 | 385 | 6.04 |
| D6 | 6 | 100 | 283 | 6 | 100 | 283 | 4.44 |
| D5 | 5 | 100 | 196 | 5 | 100 | 196 | 3.08 |
| reinforcing mesh with ribbed | |||||||
| Mesh model | longitudinal reinforcement | transverse reinforcement | Weight (kg/m2) | ||||
| dL (mm) | pL(mm) | area per meter(mm2/m) | dC (mm) | pC(mm) | area per meter(mm2/m) | ||
| B16 | 16 | 100 | 2011 | 10 | 200 | 393 | 18.89 |
| B14 | 14 | 100 | 1539 | 10 | 200 | 393 | 15.19 |
| B12 | 12 | 100 | 1131 | 8 | 200 | 252 | 10.9 |
| B11 | 11 | 100 | 950 | 8 | 200 | 252 | 9.43 |
| B10 | 10 | 100 | 785 | 8 | 200 | 252 | 8.14 |
| B9 | 9 | 100 | 635 | 8 | 200 | 252 | 6.97 |
| B8 | 8 | 100 | 503 | 8 | 200 | 252 | 5.93 |
| B7 | 7 | 100 | 385 | 7 | 200 | 193 | 4.53 |
| B6 | 6 | 100 | 283 | 7 | 200 | 193 | 3.73 |
| B5 | 5 | 100 | 196 | 7 | 200 | 193 | 3.05 |
| Rebar of welded facbric | Wire diameter of Rebar (mm) | Standard value of tensile strength fstk (N/sqmm) | Design value of tensile strength | elasticity modulus(N/mm2) | |
| fy (N/sqmm) | f'y (N/sqmm) | Bs | |||
| Cold rolled ribbed steel wire | 4,5,6,7,8,9,10,11,12 | 550 | 360 | 360 | 1.9x105 |
| Cold drawn plain steel wire | 4,5,6,7,8,9,10,11,12 | 510 | 320 | 320 | 2.0x105 |
| concrete reinforced Welded steel mesh | |||||||
| Mesh model | longitudinal reinforcement | transverse reinforcement | Weight (kg/m2) | ||||
| dL (mm) | pL(mm) | area per meter(mm2/m) | dC(mm0 | pC (mm) | area per meter(mm2/m) | ||
| A16 | 16 | 200 | 1006 | 12 | 200 | 566 | 12.34 |
| A14 | 14 | 200 | 770 | 12 | 200 | 566 | 10.49 |
| A12 | 12 | 200 | 566 | 12 | 200 | 566 | 8.88 |
| A11 | 11 | 200 | 475 | 11 | 200 | 475 | 7.46 |
| A10 | 10 | 200 | 393 | 10 | 200 | 393 | 6.61 |
| A9 | 9 | 200 | 318 | 9 | 200 | 318 | 4.99 |
| A8 | 8 | 200 | 252 | 8 | 200 | 252 | 3.95 |
| A7 | 7 | 200 | 193 | 7 | 200 | 193 | 3.02 |
| A6 | 6 | 200 | 142 | 6 | 200 | 142 | 2.22 |
| A5 | 5 | 200 | 98 | 5 | 200 | 98 | 1.54 |
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| 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 | |
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| 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 | |
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| 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 | |
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| 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 | |
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| 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 |
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| 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 |
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Suppliers with verified business licenses
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