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Warranty: | 5 Years |
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Its has widely useage for foudations beams, slabs, walls, columns, foundation slabs, footings, tunnel, coal and mine, subway tunnel etc. The mesh spacing is 150mm, and normal sheet size is 2m * 5m.
The skatch of K188 / K335 reinforcement wire mesh
NL= Number of longitudinal bars PL= pitch of longitudinal bars dL= diameter of longitudinal bars NC=Number of transverse bars |
L= length of longitudinal bar B=Length of transverse bar u1=Overhang of longitudinal bars u2=Overhang of longitudinal bars |
mesh type | Pitch of wires (mm) | diameter of wire (mm) | Per meter area sqm/m | Dimension of Mesh | Area of Mesh(sqmm) | Mass (kg/sqm) | Weight of Mesh(kg) | ||||
pL | pC | dL | dC | long | cross | L(mm) | B(mm) | ||||
K188 | 6 | 6 | 150 | 150 | 188 | 188 | 5000 | 2000 | 10 | 3.091 | 30.192 |
K335 | 8 | 8 | 150 | 150 | 335 | 335 | 5000 | 2000 | 10 | 5.372 | 53.72 |
Z248.5 | 6/4.5 | 7 | 150 | 150 | 248 | 257 | 5000 | 2000 | 10 | 3.422 | 34.22 |
Z248.6 | 6/4.5 | 7 | 150 | 150 | 248 | 257 | 6000 | 2000 | 12 | 3.472 | 41.668 |
Z348.5 | 7/5.5 | 8 | 150 | 150 | 348 | 335 | 5000 | 2000 | 10 | 4.628 | 46.28 |
Z348.6 | 7/5.5 | 8 | 150 | 150 | 348 | 335 | 6000 | 2000 | 12 | 4.694 | 56.326 |
Z442.5 | 8.0/6.0 | 9 | 150 | 150 | 442 | 424 | 5000 | 2000 | 10 | 5.857 | 58.57 |
Z442.6 | 8.0/6.0 | 9 | 150 | 150 | 442 | 424 | 6000 | 2000 | 12 | 5.94 | 71.282 |
Z558.5 | 8.5/7.5 | 10 | 150 | 150 | 558 | 524 | 5000 | 2000 | 10 | 7.315 | 73.15 |
Z558.6 | 8.5/7.5 | 10 | 150 | 150 | 558 | 524 | 6000 | 2000 | 12 | 7.418 | 89.01 |
Apparent three face indentation om the surface | The weld spot firm and strong |
Homogeneous mesh space | Flat mesh surface |
Firstly,Purchase wire rod from steel factory | Secondly,Test the raw material tensile strength |
Thirdly,drawing wire diameter as per contract | Fourthly,Straight and Cutting wire as per contract |
Fifthly,The reinforcement steel mesh welded by automatic and electric resistance machine | After finished producing,the reinforcement steel mesh has a good condition storage. |
Clearly and visible notches | Firmly and strong solid joint |
Messured wire diameter of reinforcement steel mesh | Messured mesh space of reinfocement steel mesh |
Steel pallet for reinforcing mesh size 2m *5m | 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 |