鋼絲繩在各工業(yè)國家中都是標準產(chǎn)品，可按用途需要選擇其直徑、繩股數(shù)、每股鋼絲數(shù)、抗拉強度和足夠的安全系數(shù)，它的規(guī)格型號可在有關手冊中查得。鋼絲繩除外層鋼絲的磨損外，主要因繞過滑輪和卷筒時反復彎曲引起金屬疲勞而逐漸折斷，因此滑輪或卷筒與鋼絲繩直徑的比值是決定鋼絲繩壽命的重要因素。比值大，鋼絲彎曲應力小，壽命長，但機構龐大。必須根據(jù)使用場合確定適宜的比值。鋼絲繩表面層的磨損、腐蝕程度或每個擰距內(nèi)斷絲數(shù)超過規(guī)定值時應予報廢。
鋼絲繩主要用在吊運,拉運等需要高強度線繩的運輸中。
詳情介紹:
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| 公稱 直徑 Nominal Diameter (mm) | 參考重量 Approximate Weight (kg/100m) | 繩公稱抗拉強度（N/mm2）Norminal T/S | 彈性 模量 N/mm2 | ||||||||
| 1370 | 1470 | 1570 | 1670 | 1700 | 1770 | 1800 | 1850 | 1960 | |||
| 鋼絲繩最小破斷拉力(KN) Min B/L | |||||||||||
| 0.6 | 0.222 | 0.444 | 0.472 | 0.481 | 0.500 | 0.509 | 0.523 | 0.554 | 1.95 × 105 | ||
| 0.7 | 0.302 | 0.604 | 0.642 | 0.654 | 0.681 | 0.692 | 0.712 | 0.754 | |||
| 0.8 | 0.395 | 0.789 | 0.839 | 0.854 | 0.890 | 0.904 | 0.930 | 0.985 | |||
| 0.9 | 0.499 | 0.999 | 1.062 | 1.081 | 1.126 | 1.145 | 1.177 | 1.247 | |||
| 1.0 | 0.617 | 1.154 | 1.233 | 1.312 | 1.335 | 1.390 | 1.413 | 1.453 | 1.539 | ||
| 1.1 | 0.746 | 1.397 | 1.492 | 1.587 | 1.615 | 1.682 | 1.710 | 1.758 | 1.863 | ||
| 1.2 | 0.888 | 1.662 | 1.776 | 1.889 | 1.922 | 2.002 | 2.035 | 2.092 | 2.216 | ||
| 1.3 | 1.042 | 1.951 | 2.084 | 2.217 | 2.257 | 2.350 | 2.390 | 2.456 | 2.602 | ||
| 1.4 | 1.208 | 2.263 | 2.417 | 2.571 | 2.617 | 2.725 | 2.771 | 2.848 | 3.018 | ||
| 1.5 | 1.387 | 2.421 | 2.598 | 2.774 | 2.951 | 3.005 | 3.128 | 3.181 | 3.270 | 3.464 | |
| 1.6 | 1.580 | 2.755 | 2.956 | 3.157 | 3.358 | 3.418 | 3.559 | 3.620 | 3.720 | 3.941 | |
| 1.7 | 1.781 | 3.110 | 3.337 | 3.564 | 3.791 | 3.859 | 4.018 | 4.086 | 4.200 | 4.449 | |
| 1.8 | 1.997 | 3.487 | 3.741 | 3.996 | 4.250 | 4.326 | 4.505 | 4.581 | 4.708 | 4.988 | |
| 2.0 | 2.466 | 4.304 | 4.618 | 4.932 | 5.246 | 5.341 | 5.560 | 5.655 | 5.812 | 6.158 | |
| 2.1 | 2.720 | 4.745 | 5.092 | 5.438 | 5.784 | 5.889 | 6.131 | 6.235 | 6.408 | 6.789 | |
| 2.2 | 2.984 | 5.208 | 5.588 | 5.968 | 6.348 | 6.463 | 6.728 | 6.843 | 7.033 | 7.451 | |
| 2.25 | 3.121 | 5.448 | 5.845 | 6.243 | 6.640 | 6.760 | 7.038 | 7.157 | 7.356 | 7.793 | |
| 2.3 | 3.262 | 5.692 | 6.108 | 6.523 | 6.939 | 7.063 | 7.354 | 7.479 | 7.687 | ||
| 2.4 | 3.551 | 6.198 | 6.650 | 7.103 | 7.555 | 7.691 | 8.008 | 8.143 | 8.370 | ||
| 2.5 | 3.853 | 6.725 | 7.216 | 7.707 | 8.198 | 8.345 | 8.689 | 8.836 | |||
| 2.6 | 4.167 | 7.274 | 7.805 | 8.336 | 8.867 | 90026 | 9.398 | 9.557 | |||
| 2.7 | 4.494 | 7.844 | 8.417 | 8.990 | 9.562 | 9734 | 10.135 | 10.306 | |||
| 2.8 | 4.833 | 8.436 | 9.052 | 9.668 | 10.283 | 10.468 | 10.899 | 11.084 | |||
| 2.9 | 5.185 | 9.050 | 9.710 | 10.370 | 11.031 | 11.229 | 11.692 | 11.890 | |||
| 3.0 | 5.548 | 9.684 | 10.391 | 11.098 | 11.805 | 12.017 | 12.512 | 12.724 | |||