钢丝绳吊装时最大允许吊装重物对应表.doc

6x19钢丝绳吊装时最大允许吊装重物对应表钢丝绳直径 /mm钢丝破断拉力总和/KN用作吊索无弯曲时最大允许提升重物/t单根载重双根垂直载重双根成30度角双根成60度角双根成90度角6.220.00 0.243 0.486 0.469 0.421 0.343 7.731.30 0.380 0.760 0.734 0.658 0.537 9.345.10 0.548 1.095 1.058 0.949 0.774 11.O61.30 0.744 1.489 1.438 1.289 1.053 12.580.10 0.973 1.945 1.879 1.685 1.376 14.O101.00 1.226 2.453 2.369 2.124 1.734 15.5125.00 1.518 3.036 2.932 2.629 2.147 17.O151.50 1.840 3.679 3.554 3.186 2.602 18.5180.00 2.186 4.371 4.222 3.786 3.091 20.O211.50 2.568 5.136 4.961 4.448 3.632 21.5245.50 2.981 5.962 5.759 5.163 4.216 23.O281.50 3.418 6.836 6.603 5.920 4.834 24.5320.50 3.892 7.784 7.518 6.741 5.504 26.O362.00 4.396 8.791 8.492 7.613 6.216 28.O405.50 4.924 9.848 9.512 8.528 6.963 31.O501.00 6.084 12.167 11.752 10.537 8.603 34.O606.00 7.359 14.717 14.215 12.745 10.406 37.O721.50 8.761 17.522 16.925 15.174 12.390 40.O846.50 10.279 20.558 19.857 17.803 14.536 、用作捆绑吊装时应在表中对应数值乘以0.7；、单位换算1KN100Kg，1t=1000kg，1kg10N；、无特殊情况不允许用120夹角吊载重物。6x37钢丝绳吊装时最大允许吊装重物对应表钢丝绳直径 /mm钢丝破断拉力总和/KN用作吊索无弯曲时最大允许提升重物/t单根载重双根载重双根成30度角双根成60度角双根成90度角8.743.20.506 1.012 0.978 0.876 0.716 11.O67.50.791 1.581 1.528 1.370 1.118 13.O97.21.139 2.277 2.200 1.972 1.610 15.O1321.546 3.093 2.987 2.678 2.187 17.5172.52.021 4.041 3.904 3.500 2.858 19.5218.52.560 5.119 4.945 4.433 3.620 21.52703.163 6.326 6.110 5.478 4.473 24.O326.53.825 7.649 7.389 6.624 5.409 26.O388.54.551 9.102 8.792 7.882 6.436 28.O456.55.348 10.695 10.330 9.262 7.563 30.O5296.197 12.394 11.971 10.733 8.764 32.5607.57.116 14.233 13.748 12.326 10.064 34.5691.58.100 16.201 15.648 14.030 11.456 36.5780.59.143 18.286 17.662 15.836 12.930 39.O87510.250 20.500 19.801 17.753 14.496 43.O108012.651 25.303 24.440 21.912 17.892 47.5130515.287 30.574 29.532 26.477 21.619 52.O155518.216 36.431 35.189 31.550 25.761 56.O182521.379 42.757 41.299 37.028 30.234 、用作捆绑吊装时应在表中对应数值乘以0.7；、单位换算1KN100Kg，1t=1000kg，1kg10N；、无特殊情况不允许用120夹角吊载重物。二、钢丝绳的标记目前在起重机上所采用的钢丝绳主要是普通型结构钢丝绳,绳619和绳637。按照国家标准圆股钢丝绳(GB1102一74)的规定,钢丝绳的标记方法如下: 如,钢丝绳637-15.0-170-I一甲一镀