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Advantage of reinforced steel mesh:
Reinforced steel mesh is finished on automatic and intelligent production line,which is controled stictly in mesh size, rebar wire diameter and quality.Especially,big rigidity,good elasticity, accurate spacing and high strength welding spot.Therefore improve and guarantee engineering quality.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 |
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 | |
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 | |
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 | |
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 | |
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 |
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 |