钢结构吊装履带吊行车路线VIP免费

1/9宜家家具商场钢结构工程现场安装方案补充内容吊装设备的增加由于商场区钢结构工程处于关键线路，安装工期十分紧迫，原方案计划采用 2 台 80 吨的履带吊进行钢结构的安装，已不能满足现场安装的工期要求，故需要及时增加吊装设备。根据现场条件及构件参数，现场增加 QUY100-100 吨履带吊一台，用于主构件吊装，在屋面主次梁吊装时，100 吨履带吊加 18 米副臂；增加 QUY50-50 吨履带吊一台，主要用于现场卸货及构件转运，其它时间则用于1.5 层、2 层主次梁吊装。QUY100 及 QUY50 履带吊的性能参数如下表：QUY50-50 吨履带起重机主臂起重性能表131«192225233134"IJ4345够52厂id.<«4.043.0045004.536.0037,0037J05031.00M00305029505.526.5027,3027.0027.0026.00<5.0220023.4024.0024.0024rOO22.507.019.0019.0019.0019.0019JO18.80ISJO8.015-15.501600loon1580150015.0014W10-011.0012.0011.5011.5011.JO1L5011.301L2011.0010.8010.7010.4010.3012.09.009.509.509.008.9018.&08.608.608.608.508.408.20S.10S-0014,07.507.507.507.307.407407.006.80r6.506606.506.306.2016,06J06.506.4Q|菇 6~6.QQ3.805.80570JJO5J050051L05.405如」5.305.004J04JC04JO4404304204.1020.04.604.5014.304.204.104.00r3.803.B03.703J03.3022,03-SO3,703.503,503.403JO3.203.002,802>024.03.503.002.903.&02.802.602.50Z302.10202.802,602.502,302402,00L.80L602L02JO1.90L8D1.601.401.2030.01.801.60L501.301.201.1032.01501.501301.101.00o.swS4.01.401.201.000.900.802/9QUY100 吨履带起重机主臂起重性能表\牛皆\咪）搐滾\跑\4S&1576063566972去 1S.07.08.09.044.09.SLD.044.030:10.33fll0.9：8.4?U.92611.912.035.330.030.027.925.32012.420.-1319.：-13.5U.028.42832S.226.625.0：0.02019.017.&141ls.a-i-ijsLti.O23.623.S23J13.：13.020.02018.116.SIS.：1S.020.01?.?19.B15.615.419.415.217316.020.017.31^.217.0lfl.9Lti.61^.6lfl.S1631J313.fi2：,015.11^0屮14JMSL4.4HJ14.113.912.9U.013.413.213.112.912.712.612.S12312.111.926.0U.911.811.6L1J11.211.：1110.S10.62fi.O1#.7lO'.S10J10.：10.09.9s.s9.69.49.13U9.69.53.3S.28.98.38.78.?8.J8.132.0MS.68.48.33.0S.O7.S"67.47.2场S.07.87.67.5-7.27.：7.06.€£43U737.16.95.86?6?636.15.3&.73S>«.764€J6.2S.9=9&.75.55.3hO41JO'6.16.09.S5.6S.45.3Ml4.94.61342.05.5(41.1去 4535J4...