Definition:
Cold-rolled ribbed steel bars are made from hot-rolled round wires through cold-rolling, with uniformly distributed transverse ribs on the surface alongside the length direction.


Technical Parameters
|
STANDARD |
Re |
Rm |
Rm/Re |
ELONGATION |
SHEAR STRENGTH |
BEND TEST |
|
|
ASTM |
ASTM A 82M-07 |
Rp0.5≥485(70) |
≥550(80) |
≥1.05 |
(Z≥30%) |
- |
D=2d |
|
ASTM A185M-06≥φ3.15mm |
≥450(65) |
≥515(75) |
≥1.05 |
(Z≥30%) |
≥241xSmax |
D=2d |
|
|
BS 4482:2005 |
500 |
≥500 |
≥510 |
≥1.02 |
Agt≥1.0% |
- |
D=4d |
|
500 |
≥500 |
≥525 |
≥1.05 |
Agt≥2.5% |
|||
|
BS 4483:2005 |
B500A |
≥485 |
≤650 |
≥1.03 |
Agt≥2.5 |
≥125xSmax |
D=4d |
|
B500B |
≥485 |
≤650 |
≥1.03 |
Agt≥4.0% |
|||
|
B500C |
≥485 |
≤650 |
≥1.13 |
Agt≥6.0% |
|||
|
BS 4449:2005 |
B500A |
≥500 |
≤650 |
≥1.05 |
Agt≥2.5% |
≥121xSmax |
if d≤16(D=4d) |
|
B500B |
≥500 |
≤650 |
≥1.08 |
Agt≥5.0% |
|||
|
B500C |
≥500 |
≤650 |
≥1.15,≤1.35 |
Agt≥7.5% |
|||
|
AS/NZS 4671:2001 |
500L |
≥500 |
≤750 |
≥1.03 |
Agt≥1.5% |
≥250xSmax |
D=4d |
|
500N |
≥500 |
≤650 |
≥1.08 |
Agt≥5.0% |
|||
|
500E |
≥500 |
≤600 |
≥1.15,≤1.4 |
Agt≥10.0% |
|||
|
SS 561:2010 |
500A |
≥485 |
≤650 |
≥1.03 |
Agt≥2% |
≥250xSmax |
D=4d |
|
500B |
≥485 |
≤650 |
≥1.06 |
Agt≥4.0% |
|||
|
500C |
≥485 |
≤650 |
≥1.13 |
Agt≥6.0% |
|||
Parameters:
Material: CRB550/ CRB650/ CRB800/ CRB600H/ CRB680H/ CRB800H,
Diameter: 5~12mm for CRB550/ CRB600H/ CRB680H,
4,5,6mm for CRB650/ CRB800/ CRB800H,
Length: ≤12m (Transportation restriction)
Production Standard:
GB/T13788-2017, Cold rolled ribbed steel bars (Chinese),
Other standards negotiable.
Advantages
1. Save Steel Consumption
Normally cold-rolled ribbed bars have higher strength than hot-rolled wires, so it can save steel consumption in some cases, that's why we see its application in some projects to substitute conventional steel bars or as prestress concrete reinforcement.
2. Welding Friendly
Cold-rolled ribbed bars are easier for mesh-welding compared to hot-rolled ribbed bars because there are no longitudinal ribs alongside the length of the bar which adversely affect the connectiveness of the logitudinal bars and the cross bars.

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