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Precision rolled threaded steel

Reinforcing 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.


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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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