Customization: | Available |
---|---|
Certification: | ISO, CE |
Surface: | Spiral |
Still deciding? Get samples of $ !
Request Sample
|
Suppliers with verified business licenses
Audited by an independent third-party inspection agency
12.7mm Low Relaxation PC Strand for Construction Support High Strength 1860Mpa Manufacture's High Quality Steel Metal Product
Low relaxation and high strength prestressed steel strands is ordinary bonded steel strands. There are commonly used specifications such as 9.53mm, 12.7mm, 15.2mm, 17.8mm, 21.6mm, etc.It is commonly used in highway bridges, railway bridges, urban interchanges, urban light rail, high-rise buildings, water conservancy and hydropower dams, port wharves, rock slope protection anchorage, basic reinforcement, tunnel roof anchor roof, prestressed grid, subway, large buildings and museums, warehouses, Tower, weight lifting, sliding film intermittent propulsion, bridge and tunnel jacking, large containers and ships, sleepers, replacement of bridge bearings, bridge and building reinforcement, reinforcement engineering, Anti-magnetic and anti-corrosion engineering (fiber anchorage), carbon fiber reinforcement, external prestressing engineering, stay cables, suspension cables, etc.
Diameter | 9.53mm/12.7mm/15.24mm/12.9mm/15.7mm/17.8mm |
Standard | ASTM A416,GB/T5224,BS5896,EN10138 |
Material | 82B |
Tensile strength | 1860Mpa |
Place of Origin | China |
Application | Construction, highway bridges, railway bridges |
Features | High tensile. Low relaxation |
Coil weight | 2.8-3.2MTS |
Processing services | HDPE Coating |
Factory test | Nominal diameter, breaking force, elongation at rupture, tensile strength, stress relaxation property, relax value at 1000h |
PRODUCT SPECIFICATION
PC STRAND GB/T5224-2014, FOR 1X7 PRESTRESSED CONCRETE STEEL STRAND
Structure | Nominal diameter | Tolerance on Diameter | Nominal Area of Section | Weight of strand | Tensile Strength, Rm | Minimum Breaking load,Fm | 0,2% proof force , Fp0.2 | Elongation Lo=500mm, Agt | Curvative of strand | Lay Length | The Relaxation at 1000h (initial load to 70% of nominal max load ) (r/%) Not more than |
(mm) | (mm) | (mm2) | (kg/1000m) | (N/mm2) | KN | KN | (%) | mm | mm | ||
1X7 | 9.5 | +0.30 -0.15 |
54.8 | 430 | 1860 | 102 | 89.8 | 3.5 | Max bow height = 25mm/ 1meter | (12-16)d | 2.5 |
9.5 | 54.8 | 430 | 1960 | 107 | 94.2 | ||||||
11. 10 | 74.2 | 582 | 1860 | 138 | 121 | ||||||
11. 10 | 74.2 | 582 | 1960 | 145 | 128 | ||||||
12. 70 | +0.40 -0.15 |
98.7 | 775 | 1860 | 184 | 162 | |||||
12. 70 | 98.7 | 775 | 1960 | 193 | 170 | ||||||
15.2 | 140 | 1101 | 1860 | 260 | 229 | ||||||
15.2 | 140 | 1101 | 1960 | 274 | 241 | ||||||
15. 70 | 150 | 1178 | 1860 | 279 | 246 | ||||||
17. 80 | 191 | 1500 | 1860 | 355 | 311 |
PC Strand ASTM A416/A416M:2012, 1X7 PRESTRESSED CONCRETE STEEL STRAND
Grade | Nominal diameter | Tolerance on Diameter | Nominal Area of Section | Weight of strand | Tensile Strength | Minimum Breaking load | Minimum load at 1% Extension | Elongation Lo=610mm | Lay Length | The Relaxation at 1000h (initial load to 70% of nominal max load ) (r/%) Not more than | |||
(mm) | (in.) | (mm) | (mm2) | (in.2) | (kg/ 1000m) | (lb/ 1000ft) | (N/mm2) | (KN) | (KN) | (%) | mm | ||
270 (1860) |
9.53 | 3/8 | +0.65,-0.15 | 54.8 | 0.085 | 432 | 290 | 1860 | 102.3 | 92.1 | 3.5 | (12-16)d | 2.5 |
11.11 | 7/16 | +0.65,-0.15 | 74.2 | 0.115 | 582 | 390 | 1860 | 137.9 | 124.1 | ||||
12.7 | 1/2 | +0.65,-0.15 | 98.7 | 0.153 | 775 | 520 | 1860 | 183.7 | 165.3 | ||||
15.24 | 3/5 | +0.65,-0.15 | 140 | 0.217 | 1102 | 740 | 1860 | 260.7 | 234.6 | ||||
17.78 | 7/10 | +0.65,-0.15 | 189.7 | 0.294 | 1487 | 1000 | 1860 | 353.2 | 318 |
PC STRAND pr EN10138-3:2011, 1X7 PRESTRESSED CONCRETE STEEL STRAND
Steel Name | Steel Number | Diameter | Tensile strength | Cross-sectional area | Mass per meter | Permitted deviation on mass per meter | Characteristic value of maximum force | Maximum value of maximum force | Characteristic value of 0.1% proof force | Min.Elong. Lo=500mm | Curvative of strand | Lay Length | Relaxation 1000h value no more than (initial load at 70% specified breaking load) |
D | Rm | Sn | M | Fm | Fm,max | Fp0.1 | |||||||
mm | MPa | mm2 | g/m | % | kN | kN | kN | % | mm | mm | (%) | ||
Y1860S7 | 1.1366 | 9.3 | 1860 | 52 | 406.1 | ±2 | 96.7 | 111 | 85.1 | 3.5 | Max bow height = 25mm/ 1meter | (14-18)d | 2.5 |
Y1860S7 | 1.1366 | 12.5 | 1860 | 93 | 726.3 | ±2 | 173 | 199 | 152 | ||||
Y1860S7 | 1.1366 | 15.2 | 1860 | 139 | 1086 | ±2 | 259 | 298 | 228 | ||||
Y1860S7 | 1.1366 | 15.7 | 1860 | 150 | 1172 | ±2 | 279 | 321 | 246 | ||||
Y1960S7 | 1.1367 | 9.3 | 1960 | 52 | 406.1 | ±2 | 102 | 117 | 91 | ||||
Y1960S7 | 1.1367 | 12.5 | 1960 | 93 | 726.3 | ±2 | 182 | 209 | 162 | ||||
Y2060S7 | 1.1368 | 12.5 | 2060 | 93 | 726.3 | ±2 | 192 | 221 | 171 | ||||
Y2060S7 | 1.1368 | 12.9 | 2060 | 100 | 781 | ±2 | 206 | 237 | 183 | ||||
Y2060S7G* | 1.1372 | 12.7 | 1860 | 112 | 874.7 | ±2 | 208 | 239 | 183 | ||||
Y2060S7G* | 1.1372 | 15.2 | 1860 | 165 | 1289 | ±2 | 307 | 353 | 270 | ||||
Y1700S7G* | 1.137 | 18 | 1700 | 223 | 1742 | ±2 | 379 | 436 | 334 |