大件吊装方案

×（32-28/2）=F×32×sin45º计算得缆风绳受力F=7017.33N④按规范要求取安全系数为3.5，选用单股钢丝绳则换算系数按吊装要求取0.9，计算出钢丝绳的破断拉力总和：N=7017.33×3.5÷0.9=27289.6（N）查表得钢丝绳型号为φ4.8－1×7，因此选用的缆风绳最小直径应不小于4.8mm。8、资源配备8.1施工机具一览表序号名称规格单位数量备注1吊车200t台150t台12汽车15t台14钢丝绳φ47.5－6×37米30φ4.8－1×7米2105卸扣25t个210t个26绳卡Y6-32个6Y6-25个67对讲机对28棕绳φ15米508.2技术措施用料一览表序号名称规格单位数量备注1钢板δ<20Q235Am220行车道用备用2道木220×160×2500根103镀锌铁丝8kg1004乙炔气瓶65氧气瓶106电焊条J507kg100J422kg2007黄油kg108白油漆kg309彩条布米2010旗子面6红、绿各半8.3检测、试验计量器具配备表检测参数名称参数允许误差检测机具名称器具准确度备注垂直度塔高度确定J2经纬仪±4坐标定位水准仪1水平度2mm水平仪1mm长度2mm钢卷尺1mm长度2mm直角尺1mm长度0.5mm游标卡尺0.02mm压力监测压力表2.5压力监测氧气表2.5压力监测乙炔表2.5水平度配合使用平尺1±0.1m/m9、附图、附吊车性能表

200吨汽车起重机起重性能表（一）主臂起重性能（支腿全伸、360°回转、30t配重伸出）工作半径

(m)15.3m26.9m(1)26.9m(2)38.4m44.2m50.0m75%85%75%85%75%85%75%85%75%85%75%85%2.7200*220*3.0180*198*3.5162178*4.014415810011070775.0117129909965726.0981088088616750557.083917380576348538.0727966735459465138429.06369616751564347.53639.510.058645662485341453437.5303312.04651434737.5413033283114.037.54139433437.52729.52527.516.030.533..53538.529.532.524.5272325.318.025.528303326.52922.524.820.522.520.020.522.525.527.523.52620.522.51920.522.01617.6212320.522.51920.917.519.224.01718.717.519.215.51726.014.215.615.917.514.115.528.011.81313.514.812.71430.09.710.711.412.511.412.532.08.08.89.610.69.810.834.08.18.98.39.136.06.87.57.07.738.05.66.25.86.440.04.85.342.03.84.244.03.03.3注：数值后有*号表示没有其它附加设备

26.9m(1)表示主臂第一节全伸，二、三节不伸

26.9m(2)表示1-3节臂每节伸出1/350吨汽车起重机性能表（主表）不支第五支腿，吊臂位于起重机前方或后方；支起第五支腿，吊臂位于侧方、后方、前方工作半径(m)主臂长度(m)10.7018.0025.4032.7540.103.050.003.543.004.038.004.534.005.030.0024.705.528.0023.506.024.0022.2016.306.521.0020.0015.007.018.5018.0014.1010.208.014.5014.0012.409.207.509.011.5011.2011.108.306.5010.09.2010.007.506.0012.06.407.506.805.2014.05.105.704.6016.04.004.703.9018.03.103.703.3020.02.202.902.9022.01.602.302.4024.01.802.0026.01.401.5028.01.2030.00.90各臂伸缩率（%）二0100100100100三003366100四003366100五003366100钢丝绳倍率128543吊钩重量0.5150.215

吊装方案修改意见单方案编号方案名称修改意见编制人：年