绞车验算(新）.xls

绞车验算1 斜巷 名称 绞车型号 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 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 钢丝绳 安全系 数 绞车最 大静拉 力（KN ） 合格否 JYB- 50*1.4 JY-5 300.523598918.517920.0150.211.81.1950 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 28.556.270750 JYB- 60*1.25 22.50.392699224.535540.0150.20.61.82.21650 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 45.307.837582 JYB- 50*1.4 JY-6 280.488692324.535540.0150.20.612.21450 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 36.579.706750 JYB- 50*1.4 JY-5 230.401425821.527230.0150.20.6621.78200 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 33.648.085140 JD-25100.17453315.512420.0150.20.6610.82400 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 7.3216.93626 JD-25300.523598918.518420.0150.20.6610.92420 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 19.249.563525 JD-11.4300.523598912.593.710.0150.21.051.30.54400 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 13.247.077513.3 JYB- 50*1.4 JY-6 230.401425821.525420.0150.20.661.81.678630 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 25.469.976234 JD-11.420.034906612.593.720.0150.21.053.20.54220 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 4.4321.15513.3 JD-25110.191986315.512410.0150.21.28.0410.8280 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 18.866.573926 JY-5190.331612621.525410.0150.21.058.0411.678425 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 33.877.500140 20T230.401425821.525410.0150.21.058.0411.67820 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 36.237.010720T JD-25130.226892815.512410.0150.21.058.0410.82400 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 22.695.464325 JD-40180.314159321.525410.0150.21.058.0411.67870 [G0M*103*sinaf1 *cosa*gQ*L*sinaf2 *cosa*g]/1000 29.388.646425