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Post Tensioning Systems Bar for Bridge Projects Grade 1200 Dia. 25mm
Post Tensioning Systems Bar for Bridge Projects Grade 1200 Dia. 25mm
FOB Price 910 - 950 USD / Ton
MOQ
1 Ton
Port
Tianjin
Lead Time
30 days for OEM
China
Main Products : screw thread steel bar, Bridges, high-speed rail
Shuangjiang Road, Beichen District, Tianjin, China Tianjin, Tianjin
Post Tensioning Systems Bar for Bridge Projects Grade 1200 Dia. 25mm Details
Brand Name
CPS
Model Number
1080-25
Place of Origin
China
Supply Type
OEM Service
Condition
New
Color
black
Diameter
25mm
Grade
1200/1330
Yield Strength
1200Mpa
Tensile Strength
1330Mpa
Cross Section
491mm2
Yield Load
589KN
Ultimate Load
653KN
Length
12m or as customer request
Post Tensioning Systems Bar for Bridge Projects Grade 1200 Dia. 25mm Introduce

Post Tensioning Systems Bar for Bridge Projects Grade 1200 Dia. 25mm

Product Introduction

Solid Threaded Bar/Post Tensioning Bar Dia25mm, PSB1200 for Railway (or PT bars) are high-strength, high-precision, straight-line steel bars with external threads on the entire steel bar. The steel bar can be screwed onto the connector with internal threads at any section or screwed with a threaded nut with internal threads for anchoring. The utility model has the advantages of simple connection and anchorage, strong adhesion, safe and reliable tension and anchorage and the like, and is a novel material for developing prestressed concrete component.

Solid Threaded Bar/Post Tensioning Bar Dia32mm, PSB1080 for Railway are currently used to anchor and support the dam body form of the dam foundation. In the cable-stayed bridge, fully threaded bars are used as the main ribs and bridge foundations of the main tower. The use of fully threaded steel bars saves steel, reduces component area and reduces component weight.

The continuous external thread is hot rolled. The shape of thread bar is shown as following figure. The main dimension ranges from ⌀15mm-⌀50mm and the grade ranges from 500/630Mpa to 1200/1330Mpa.

Nominal Diameter

Diameter

H

B

L

Nominal Section

Nominal Weight

Dv

Dh

mm

mm

mm

mm

mm

mm

Area(mm2)

Kg/m

15

15

15

1.0

4.5

10

176

1.47

18

18

18

1.2

4.0

10

254.5

2.11

20

20

20

1.3

4.8

10

314

2.47

25

25

25

1.6

6.0

12

490.9

4.10

32

32

32

2.0

7.0

16

804.2

6.65

36

36

36

2.5

8.0

18

1018

8.41

40

40

40

3.0

8.0

20

1256.6

10.34

50

50

50

3.0

9.0

24

1963.5

16.28

60

60

60

3.0

10.0

22

2827

23.36

63.5

63

63.5

3.0

12.0

22

3167

26.20

65

65

65

3.0

12.0

22

3318

27.4

70

70

70