1×2 Structure strand size and tolerance, reference quality per meter
Strand Structure | Nominal Diameter | Strand Diameter Tolerance /mm |
Strand reference sectional area Sn/mm2 |
Strand reference quality per meter /(g/m) |
|
Strand Diameter Dn/mm |
Wire Diameter d/mm |
||||
1×2 | 5.00 | 2.50 | +0.15 -0.05 |
9.82 | 77.1 |
5.80 | 2.90 | 13.2 | 104 | ||
8.00 | 4.00 | +0.25 -0.10 |
25.1 | 197 | |
10.00 | 5.00 | 39.3 | 309 | ||
12.00 | 6.00 | 56.5 | 444 |
1×3 Structure strand size and tolerance, reference quality per meter
Strand Structure | Nominal Diameter | Strand Measurement A/mm |
Measurement A Tolerance /mm |
Strand reference sectional area Sn/mm2 |
Strand reference quality per meter /(g/m) |
|
Strand Diameter Dn/mm |
Wire Diameter d/mm |
|||||
1×3 | 6.20 | 2.90 | 5.41 | +0.15 -0.05 |
19.8 | 155 |
6.50 | 3.00 | 5.60 | 21.2 | 166 | ||
8.60 | 4.00 | 7.46 | +0.20 -0.10 |
37.7 | 296 | |
8.74 | 4.05 | 7.56 | 38.6 | 303 | ||
10.80 | 5.00 | 9.33 | 58.9 | 462 | ||
1×3 I | 12.90 | 6.00 | 11.20 | 84.8 | 666 | |
8.74 | 4.05 | 7.56 | 38.6 | 303 |
1×7 Structure strand size and tolerance, reference quality per meter
Strand Structure | Nominal Diameter Dn/mm |
Diameter Tolerance /mm |
Strand reference sectional area Sn/mm2 |
Strand reference quality per meter/(g/m) | Center wire diameter (do) enlarged range/% not less than |
1×7 | 9.50 | +0.30 -0.15 |
54.8 | 430 | 2.5 |
11.10 | 74.2 | 582 | |||
12.70 | +0.40 -0.20 |
98.7 | 775 | ||
15.20 | 140 | 1101 | |||
15.70 | 150 | 1178 | |||
17.80 | 191 | 1500 | |||
(1×7)C | 12.70 | +0.40 -0.20 |
112 | 890 | |
15.20 | 165 | 1295 | |||
18.00 | 223 | 1750 |
1×2 Mechanical properties of structural steel strand
Strand Structure | Strand nominal diameter Dn/mm |
Abstract tensile strength Rm/Mpa not less than | The largest force of the whole strand Fm/kN not less than | Rated non-proportional extension force | Total extension ratio at the largest force (Lo≥400)Agt/% not less than | Stress Relaxation | |
Initial load equivalent to the percentage of the nominal largest force/% | After 1000h stress relaxation rate r/% not less than | ||||||
1×2 | 5.00 | 1570 | 15.4 |
13.9 | 3.5 | 60
70 80 |
1.0
2.5 4.5 |
1720 | 16.9 | 15.2 | |||||
1860 | 18.3 | 16.5 | |||||
1960 | 19.2 | 17.3 | |||||
5.80 | 1570 | 20.7 | 18.6 | ||||
1720 | 22.7 | 20.4 | |||||
1860 | 24.6 | 22.1 | |||||
1960 | 25.9 | 23.3 | |||||
8.00 | 1470 | 36.9 | 33.2 | ||||
1570 | 39.4 | 35.5 | |||||
1720 | 43.2 | 38.9 | |||||
1860 | 46.7 | 42.0 | |||||
1960 | 49.2 | 44.3 | |||||
10.0 | 1470 | 57.8 | 52.0 | ||||
1570 | 61.7 | 55.5 | |||||
1720 | 67.6 | 60.8 | |||||
1860 | 73.1 | 65.8 | |||||
1960 | 77.0 | 69.3 | |||||
12.00 | 1470 | 83.1 | 74.8 | ||||
1570 | 88.7 | 79.8 | |||||
1720 | 97.2 | 87.5 | |||||
1860 | 105 | 94.5 | |||||
Note: Rated non-proportional extension force Fp0.2 is not less than 90% of the largest force of the whole strand |
1×3 Mechanical properties of structural steel strand
Strand Structure | Strand nominal diameter Dn/mm |
Abstract tensile strength Rm/Mpa not less than | The largest force of the whole strand Fm/kN not less than | Rated non-proportional extension force | Total extension ratio at the largest force (Lo≥400)Agt/% not less than | Stress Relaxation | |
Initial load equivalent to the percentage of the nominal largest force/% | After 1000h stress relaxation rate r/% not less than | ||||||
1×3 | 6.20 | 1570 | 31.1 | 28.0 | 3.5 | 60 70 80 |
1.0 2.5 4.5 |
1720 | 34.1 | 30.7 | |||||
1860 | 36.8 | 33.1 | |||||
1960 | 38.8 | 34.9 | |||||
6.50 | 1570 | 33.3 | 30.0 | ||||
1720 | 36.5 | 32.9 | |||||
1860 | 39.4 | 35.5 | |||||
1960 | 41.6 | 37.4 | |||||
8.60 | 1470 | 55.4 | 49.9 | ||||
1570 | 59.2 | 53.3 | |||||
1720 | 64.8 | 58.3 | |||||
1860 | 70.1 | 63.1 | |||||
1960 | 73.9 | 66.5 | |||||
8.74 | 1570 | 60.6 | 54.5 | ||||
1670 | 64.5 | 58.1 | |||||
1860 | 71.8 | 64.6 | |||||
10.80 | 1470 | 86.6 | 77.9 | ||||
1570 | 92.5 | 83.3 | |||||
1720 | 101 | 90.9 | |||||
1860 | 110 | 99.0 | |||||
1960 | 115 | 104 | |||||
12.90 | 1470 | 125 | 113 | ||||
1570 | 133 | 120 | |||||
1720 | 146 | 131 | |||||
1860 | 158 | 142 | |||||
1960 | 166 | 149 | |||||
8.74 | 1570 | 60.6 | 54.5 | ||||
1670 | 64.5 | 58.1 | |||||
1860 | 71.8 | 64.6 | |||||
Note: Rated non-proportional extension force Fp0.2 is not less than 90% of the largest force of the whole strand |
1×7 Mechanical properties of structural steel strand
Strand Structure | Strand nominal diameter Dn/mm |
Abstract tensile strength Rm/Mpa not less than | The largest force of the whole strand Fm/kN not less than | Rated non-proportional extension force | Total extension ratio at the largest force (Lo≥400)Agt/% not less than | Stress Relaxation | |
Initial load equivalent to the percentage of the nominal largest force/% | After 1000h stress relaxation rate r/% not less than | ||||||
1×7 | 9.50 | 1720 | 94.3 | 84.9 | 3.5 | 60 70 80 |
1.0 2.5 4.5 |
1860 | 102 | 91.8 | |||||
1960 | 107 | 96.3 | |||||
11.10 | 1720 | 128 | 115 | ||||
1860 | 138 | 124 | |||||
1960 | 145 | 131 | |||||
12.70 | 1720 | 170 | 153 | ||||
1860 | 184 | 166 | |||||
1960 | 193 | 174 | |||||
15.20 | 1470 | 206 | 185 | ||||
1570 | 220 | 198 | |||||
1670 | 234 | 211 | |||||
1720 | 241 | 217 | |||||
1860 | 260 | 234 | |||||
1960 | 274 | 247 | |||||
15.70 | 1770 | 266 | 239 | ||||
1860 | 279 | 251 | |||||
17.80 | 1720 | 327 | 294 | ||||
1860 | 353 | 318 | |||||
(1×7)C | 12.70 | 1860 | 208 | 187 | |||
15.20 | 1820 | 300 | 270 | ||||
18.00 | 1720 | 384 | 346 | ||||
Note: Rated non-proportional extension force Fp0.2 is not less than 90% of the largest force of the whole strand |