绞车钢丝绳验算公式.xls

绞车钢丝绳验算1 斜巷名 称 绞车型号 绞车最 大静拉 力（KN ） 绞车最 小静拉 力（KN ） 斜巷 角度 度 斜巷角度 a弧度 钢丝绳直 径mm 钢丝绳 破断拉 力 KN 换算系数 最小钢 丝破断 拉力 KN 挂 车 数 ｍ 车阻力 系数f1 钢丝 绳运 行阻 力系 数f2 矿车 自重G 0t 每车 载矸 重量 Mt 钢丝绳 单位长 度重量 Qkg 提升 钢丝 绳长 度 Lm 钢丝绳所受最大静拉力计算公式 钢丝绳所受 最大静拉力 WjKN -1000西 一轨道 上山 JYB- 50*1.4 JY-5 5040.222.50.392699221.51.214271.530.0150.20.61.81.78650 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 34.4142 7119材 料道（ 外） JD-252626170.29670615.51241.214150.5410.0150.20.66.70.82300 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 23.1084 7119材 料道（ 外） JD-252626110.191986315.51241.214150.5410.0150.21.250.82400 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 13.7326 7119材 料道（ 外） JD-402525180.314159318.51821.214220.9520.0150.20.6630.82300 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 24.3946 7119材 料道 JD-252626150.261799415.51241.214150.5410.0150.21.26.70.82350 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 22.4308 ‘-500 东一轨 道下山 JD-7568.868.8230.401425821.52541.214308.3630.0150.20.661.81.678630 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 35.2131 ‘-650 车场 JD-11.41010300.523598912.5941.214114.1210.50.2100.5230 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 9.2464 ‘东一 七煤回 风巷道 JY- 455KW 5454190.331612618.51821.214220.9520.0150.21.231.2180 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 29.0578 ‘东一 七煤回 风下山 JY- 440KW 2525200.349065918.51821.214220.9520.0150.21.231.2180 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 30.4373 ‘7113 回风巷 JD-11.4101030.052359912.5941.214114.1250.0150.21.230.52100 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 13.9820 ‘-1200 东一7煤 运输上 山 JD-252626150.261799415.51241.214150.5410.0150.21.26.70.82400 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 22.6124 ‘-1200 东一7煤 运输上 山 JD-25262680.139626415.51241.214150.5410.0150.21.250.82160 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 9.7923 ‘-1200 东一轨 道上山 JD-7568.568.5230.401425821.5322.51.214391.5210.0150.21.252.3100 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 25.8754 ‘-1200 东一轨 道上山 JD-7540.240.2230.401425821.52721.214330.2130.0150.20.61.81.78780 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 36.3656 ‘-1200 东一7煤 运输上 山 JD-252626130.226892815.51241.214150.5410.0150.21.24.70.88160 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 14.4310 ‘-1200 东一轨 道上山 JD-7540.240.2230.401425821.52721.214330.2110.0150.21.24.71.67120 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 24.5194 ‘-1200 东一7煤 运输上 山 JD-252626160.279252715.51241.214150.5420.0150.20.6630.82450 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 22.4995 9307JD-252626210.366519215.51241.214150.5410.0150.21.24.70.82170 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 22.2752 9307JD-252626130.226892815.51241.214150.5410.0150.21.26.70.8250 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 18.7159 9307运 输反坡 JD-252626120.209439515.51241.214150.5410.0150.21.250.82360 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 14.6916 7119材 料道（ 外） JY-568.868.8180.314159321.52731.214331.4230.0150.20.6621.66280 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 27.5560 9806运 输反坡 JD-252525210.366519215.51241.214150.5420.0150.20.6620.8240 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 19.5892 9806运 输反坡 JD-25252580.139626415.51241.214150.5420.0150.20.663.20.82450 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 12.8726 9806运 输反坡 JD-252525130.226892815.51241.214150.5410.0150.21.058.0410.82340 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 22.4905 钢丝绳 安全系 数 合 格 否 sina cosa 7.8892 0.382 7 0.9239 6.5143 0.292 4 0.9563 10.962 0.190 8 0.9816 9.05730.3090.9511 6.7111 0.258 8 0.9659 8.7569 0.390 7 0.9205 12.3420.5 0.866 7.6038 0.325 6 0.9455 7.25910.3420.9397 8.1617 0.052 3 0.9986 6.6572 0.258 8 0.9659 15.373 0.139 2 0.9903 15.131 0.390 7 0.9205 9.0802 0.390 7 0.9205 10.431 0.224 9 0.9744 13.467 0.390 7 0.9205 6.6906 0.275 6 0.9613 6.758 0.358 4 0.9336 8.0432 0.224 9 0.9744 10.246 0.207 9 0.9781 12.0270.3090.9511 7.6846 0.358 4 0.9336 11.694 0.139 2 0.9903 6.6933 0.224 9 0.9744