Low Relaxation PC Steel Strand for The Construction (15.2mm)

Material: Steel Wire
Cross Sectional Shape: Round
Application: Construction Wire Mesh
Metal Wire Drawing: Cold Drawing
Tensil Strength: 1720~1960mpa
Structure: 1*7 Steel Wires
Customization:

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Basic Info.

Model NO.
15.2mm
Coil Weight
2.0~3.5 Tons
Alloy or Not
Non-Alloy
Brand Name
Daqiang
Place of Origin
Tianjin, China (Mainland)
Transport Package
Export Packing, Standard Export Packing
Specification
Astma416, Bs5896, En10138-3, as/Nzs4672, GB/T5224
Trademark
DaQiang
Origin
Tianjin, China
Production Capacity
10000 Ton/Month

Product Description

Low relaxation pc steel strand for the construction (15.2mm)

Tianjin DaQiang Steel CO.,LTD 

Steel Strand for Prestressed Concrete 

Standard : ASTMA416 , BS5896 , JISG3536
 
Diameter : 9.53mm , 12.7mm , 15.24mm , 15.2mm


Low Relaxation PC Steel Strand for The Construction (15.2mm) Low Relaxation PC Steel Strand for The Construction (15.2mm) Low Relaxation PC Steel Strand for The Construction (15.2mm)
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      2.5
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

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