PC Steel Strand for Prestressed Concrete

Product Details
Customization: Available
Tensil Strength: 1720~1960mpa
Structure: 1*7 Steel Wires
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  • PC Steel Strand for Prestressed Concrete
  • PC Steel Strand for Prestressed Concrete
  • PC Steel Strand for Prestressed Concrete
  • PC Steel Strand for Prestressed Concrete
  • PC Steel Strand for Prestressed Concrete
  • PC Steel Strand for Prestressed Concrete
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Basic Info.

Coil Weight
2.0~3.5 Tons
Alloy or Not
Non-Alloy
Relaxation at 1000h Not More Than
2.5%
Brand Name
Daqiang
Place of Origin
Tianjin, China (Mainland)
Packing
Standard Export Packing, With Wooden Palate
Coil Size
ID 0.70-0.72m, Od 1.0-1.5m, Width 0.76m
Elongation at Max Load Not Less Than
3.5%
Transport Package
Export Packing
Specification
GB, ASTM, BS, JIS, DIN
Trademark
Tianjin, China
Origin
Daqiang
Production Capacity
10000 Ton/Month

Product Description

PC Steel Strand for Prestressed Concrete

We are professional manufacturer of low relaxation PC steel strand,
Including 1*7-9.53/12.7/15.2/15.24/17.8/21.6mm.
Description: High tensile low relaxation steel strand for prestressed concrete structure.
Specifications:
7 Wire- Dia. 9.53mm, 11.11mm, 12.7mm, 15.24mm, 15.7mm, 17.8mm, 21.6mm.
3 Wire- Dia. 10.8mm, 12.9mm.
2 Wire- Dia. 10.0mm, 12.0mm.
19 Wire- Dia. 21.6mm.
Standards: ASTM A416/A416M-2006, ASTM A910-2005, BS5896-1980, GB/T5224-2003, JG3006-93.
Tensile Strength: >1860Mpa.
Material: 82B or 77B High tensile steel
Packing: Baling Strip, wrapped in Anti- rust plastic paper, PP Woven cloth(Basic), Wood Pallet, Wood Spool(Optional)
Coil Weight: 1.0 to 4.0 MT Per Coil(2.0-3.5 MT for most)
Coil Size: ID 0.70-0.72M, OD 1.0-1.5M, Width 0.76M
Payment Terms: L/C at sight, T/T against documents.
The specifications and technical parameters 
Structure Nominal Dia. 
(mm)
Tolerance(mm) Cross section        area      (Sn/mm²) Re.mass per 1m    (g/m) Tensile Strength Not less than      (Rm/Mpa) Yield Strength        Not less than     (Fp0.2/Mpa) (Lo≥500mm)Agt            Elongation at max load                    Not less than
(%)
Intial load to%of nominal         max load Not more than            (%) The relaxation at 1000h                (r/%)
1×2 5.00  +0.15    
-0.05
9.82 77.1 1570     1720       1860    1960                  1320                                1410          1550          1670         1760           3.5 60                                 70                                       80   1.0                                      2.5                                4.5
5.80  13.2 104
8.00  +0.25   
-0.10
25.1 197 1470   1570   1720   1860     1960   
10.00  39.3 309
12.00  56.5 444 1470    1570    1720   1860   
1×3 6.20  +0.15        -0.05 19.8 155 1570   1720      1860     1960
6.50  21.2 166
8.60  +0.20    
-0.10
37.7 296 1470     1570     1720    1860     1960    
8.74  38.6 303 1570     1670      1860 
10.80  58.9 462 1470     1570     1720     1860     1960   
12.90  84.8 666
1×7 9.50  +0.30  
-0.15
54.8 430 1720     1860     1960    1550             1670              1760             
11.10  74.2 582
12.70  +0.40   
-0.20
98.7 775
15.20  140 1101 1470     1570     1670     1720     1860     1960     1320             1410             1500             1550                1670               1760
15.70  150 1178 1770     1860     1550                1670
17.80  191 1500 1720     1860   
21.60  285 2237 1770     1860    1590
  1860 1670
PC Steel Strand for Prestressed ConcretePC Steel Strand for Prestressed ConcretePC Steel Strand for Prestressed ConcretePC Steel Strand for Prestressed ConcretePC Steel Strand for Prestressed Concrete

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