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After-sales Service: | 24 Hours Online |
Warranty: | 5 Years |
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Mesh Type and reference number | Longitudinal bars | Cross-bars | Mass for 6 x2.4 m 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 | |
Squre,with edge side-lapping bars | ||||||||
SL102 | 10x9.5+ 4x6.75 |
200 100 |
30x9.5 | 200 | 5.6 | 80 | 354 | 354 |
SL92 | 10X8.6+ 4X6.0 |
200 100 |
30x8.6 | 200 | 4.6 | 66 | 290 | 290 |
SL82 | 10x7.6+ 4x6.0 |
200 100 |
30x7.6 | 200 | 3.6 | 52 | 227 | 227 |
SL72 | 10x6.75+ 4x5.0 |
200 100 |
30x6.75 | 200 | 2.8 | 41 | 179 | 179 |
SL62 | 10x6.0+ 4x5.0 |
200 100 |
30x6.0 | 200 | 2.2 | 33 | 141 | 141 |
Squre,without edge side-lapping bars | ||||||||
SL81 | 25X7.6 | 100 | 60x7.6 | 100 | 7.1 | 105 | 454 | 454 |
Product Code | Std Unit | Longitudinal Wires | Cross Wires | Mass(kg) | Dimensions(m) |
SL62UTE | Sheet | 8×6@200 | 20×6@200 | 18 | 4×2 |
SL72UTE | Sheet | 8×6.75@200 | 20×6.75@200 | 23 | 4×2 |
SL82UTE | Sheet | 8×7.6@200 | 20×7.6@200 | 30 | 4×2 |
Rectangular Reinforcing Mesh 2.4m*6m=14.4sqm | ||||||
Code | Cross wire | Longwire mm | Mass/sheetkg | Quantityin pack | ||
Pitch@mm | No. x dia., mm | Pitch@mm | No. x dia., mm | |||
RL718 | 7.60 @ 200 | 30 x7.6 | 6.75 @ 100 | 25 x 7.6 | 68 | 20 |
RL818 | 7.60 @ 200 | 30 x7.6 | 7.60 @ 100 | 25 x7.6 | 79 | 20 |
RL918 | 7.60 @ 200 | 30 x7.6 | 8.55 @ 100 | 25 x 8.55 | 93 | 20 |
RL1018 | 7.60 @ 200 | 30 x7.6 | 9.50 @ 100 | 25 x9.5 | 109 | 15 |
RL1118 | 7.60 @ 200 | 30 x7.6 | 10.65 @ 100 | 25 x10.65 | 131 | 15 |
RL1218 | 7.60 @ 200 | 30 x7.6 | 11.90 @ 100 | 25 x11.9 | 157 | 10 |
Firstly,Purchase wire rod from steel factory | Secondly,Test the raw material tensile strength |
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Thirdly,drawing wire diameter as per contract | Fourthly,Straight and Cutting wire as per contract |
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Fifthly,The reinforcement steel mesh welded by automatic and electric resistance machine | After finished producing,the reinforcement steel mesh has a good condition storage. |
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Clearly and visible notches | Firmly and strong solid joint |
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Messured wire diameter of reinforcement steel mesh | Messured mesh space of reinfocement steel mesh |
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Steel pallet for reinforcing mesh size 2.4m *6m | Loading container for reinforcing mesh sheet:2.4m *6m |
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 |