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ADVANTAGES
-Primary advantages
High Tensile Strength
Surface is Clean, and with phosphating layer
Strands distributed neatly on the reel.
-Why should I buy this 1x7 prestressed steel strand ?
In the whole process of manufacturing, the test is no less than 10 times, and all details can be traced.
-What makes this product different to other factory's 1x7 prestressed steel strand ?
Prestressed steel strand's surface is clean, no grease, no anti-rust oil, this makes the steel have very good bonding performance with concrete.
PC Strand With phosphating layer, it makes the steel be not rust for long time under normal stock condition.
Strands distributed neatly on the reel, this make the strands released very easily, which can reduce the construction time a lot, save cost.
USE
-Where can our 1x7 prestressed steel strand be used?
Our pc strand products are mainly used in construction of long span bridge, hydropower dam, nuclear power plant. And it also could be used long span building, such as large airport, wide cast-in-place floor.
Other use: pole and pile manufacture; hollow core slab manufacture; rock stabilization, slope support, slope reinforcement and other geotechnical engineering; silo construction;
-Some common attentions in using of our 1x7 prestressed steel strand.
Before using, the steel must be tested, only and just only the quality is conform with the requirement from project design party, then the steel can be used.
A high attention must be paid when the PC strand is trucked on very bad road condition or mountain path, a proper fixing and reinforcement to strand coil must be done so that skewed packing coil will not be caused.
-How to use?
Fix the coil in the frame, remove all steel strips, find the end of steel strand which is inside of the coil and in the coil eye, pull out this end of pc strand.
SPECIFICATIONS
- 7 wires pc strand specifications
9.3, 9.53, 12.5, 12.7, 12.9, 15.2, 15.24, 15.7, 17.8
-Technical parameters
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 |
7 wires uncoated steel strands could be produced in conformity with more standards:
• BS5896
• ASTMA779
• ISO 6934
• UNE 36094
• JIS3536
• KS D7002
• ABNT NBR7483
• AS/NZS4672
• GOST13840
• GOST-R-53772
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