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Precision rolled threaded steel
Reinforcing Steel (also called precision rolled threaded steel) are large-diameter, high-strength, high-dimensional precision straight bars with discontinuous external threads rolled on the entire steel bar. The steel bar can be connected with a connector with an internal thread or anchored with a threaded nut at any cross section.
ADVANTAGES
Core advantages of Reinforcing Steel:
Precision rolled threaded steel can be directly matched with special nuts for anchoring, without welding or threading, and has a tensile strength of 835MPa~1230MPa, which is more than 30% higher than ordinary rebar (HRB500 grade about 630MPa), and is suitable for lifeline projects that require long-term stable load-bearing or dynamic loads.
USE
Reinforcing Steel Application Areas:
Highway bridges, railway bridges, urban interchanges, urban light rail, high-rise buildings, water conservancy and hydropower dams, port terminals, rock slope anchoring, foundation reinforcement, tunnel mine top anchoring, etc.
SPECIFICATIONS
Reinforcing Steel :
Diameter /mm | dh/mm | dv/mm | h/mm | b/mm | l/mm | r/mm | α | |||||
Size | Tolerance | Size | Tolerance | Size | Tolerance | Size | Tolerance | Size | Tolerance | |||
15 | 14.7 | ±0.2 | 14.4 | ±0.5 | 1.0 | ±0.2 | 4.2 | ±0.3 | 10.0 | ±0.2 | 0.5 | 78.5º |
20 | 20.0 | ±0.4 | 20.0 | +0.4-0.8 | 1.3 | ±0.3 | 4.8 | ±0.5 | 10.0 | 1.2 | 80.5º | |
25 | 25.0 | 25.0 | 1.6 | 6.0 | 12.0 | 1.5 | 81º | |||||
32 | 32.0 | ±0.5 | 32.0 | +0.5-1.2 | 2.0 | ±0.4 | 7.0 | 16.0 | 2.0 | 81.5º | ||
36 | 36.0 | 36.0 | 2.2 | ±0.4 | 8.0 | 18.0 | ±0.3 | 2.5 | 81.5º | |||
40 | 40.0 | 40.0 | 2.5 | ±0.5 | 8.0 | 20.0 | 2.5 | 81.5º | ||||
50 | 50.0 | 50.0 | 3.0 | -0.5 | 9.0 | 24.0 | 2.5 | 81.8º |
Mechanical Properties:
Mechanical Properties | ||||||||||||||
Diameter / mm | Cross-sectional area / mm | Weight Kg/m | PSB830 | PSB930 | PSB1080 | |||||||||
Min Yield Stress/Load | Min Ultimate Stress/Load | Min Yield Stress/Load | Min Ultimate Stress/Load | Min Yield Stress/Load | Min Ultimate Stress/Load | |||||||||
Mpa | KN | Mpa | KN | Mpa | KN | Mpa | KN | Mpa | KN | Mpa | KN | |||
15 | 177 | 1.4 | 830 | 147 | 1030 | 182 | 930 | 165 | 1080 | 191 | 1080 | 191 | 1230 | 218 |
20 | 314 | 2.47 | 830 | 261 | 1030 | 323 | 930 | 292 | 1080 | 339 | 1080 | 339 | 1230 | 386 |
25 | 491 | 4.1 | 830 | 408 | 1030 | 506 | 930 | 457 | 1080 | 530 | 1080 | 530 | 1230 | 604 |
32 | 804 | 6.65 | 830 | 667 | 1030 | 828 | 930 | 748 | 1080 | 868 | 1080 | 868 | 1230 | 989 |
36 | 1018 | 8.41 | 830 | 845 | 1030 | 1049 | 930 | 947 | 1080 | 1099 | 1080 | 1099 | 1230 | 1252 |
40 | 1257 | 10.34 | 830 | 1043 | 1030 | 1295 | 930 | 1169 | 1080 | 1358 | 1080 | 1358 | 1230 | 1546 |
50 | 1963 | 16.28 | 830 | 1629 | 1030 | 2022 | 930 | 1826 | 1080 | 2120 | 1080 | 2120 | 1230 | 2414 |
Elongation at fracture A / % | ≥7 | ≥7 | ≥6 | |||||||||||
Total Elongation at max force Agt / % | ≥3.5 | |||||||||||||
Relaxation at 1000h | ≤4 | |||||||||||||
Modulus of elasticity / Mpa | 2 x 105 |
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