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1、部分大型建筑机械简要说明目录M1280D1M600D2M440D3M125/754STT5536L50/40A 7TC7052 (QTZ400) 9C7050 10K50/50 12STT293 14C7022 16ST70/27 1K40/21 2JT 300-164MC 320 6HK70307ST70/308K30/30 10256HC11K30/21 14H3/36B15E6026/B1218G3/28B19QTZ6021 21TC6020A(QTZ160) 22ST60/1423ST60/1525FH601527F0/23B (C) 29G25/15C31ST50/15A33MC 1
2、20A34ST55/1036TC5613-637TC561038E15.1540QT501341设备型号众多，恕不一一列举，时间仓促，如有疏漏之处望告知，以便改正，在此谢过，助贵公司，业绩蒸蒸日上，财源广进，北京中建正和建筑机械施工有限公司一一项目管理部M1280D内爬式受力：臂长82.6米时最大垂直力为445吨，最大水平力为136吨；臂长73.4米时最大垂直力为442吨，最大水平力为161吨；固定式受力：臂长82.6米时基万受力M=28877吨米；自重V=445吨，剪力S=48吨，压力T=619吨，拉力U=398吨臂长73.4米时基础受力 M=2887砒米；自重V=442吨，剪力S=48吨，
3、压力T=619吨，拉力U=398吨M128W纯吊重表：臂长幅度10203040506065707580取人半径吊重82.6最小半径85.584.277.269.962.354.1。：45.039.834.0P 27.1 017.9米吨：8.2m50t505048.441.234.227.023.520.016.51381.112.373.4最小半径85.583.575.567.358.548.7。：37.230.320.8米吨7.4m50t5050505040.830.025.020.972.318.964.2最小半径85.582.573.463.853.341.024.2米吨6.7mr 50
4、t5050505041.831.063.427.2 155.0最小半径85.581.370.558.945.728.0米吨6.0m50t5050505042.554.534.445.8最小半径.5.5。79.566.451.732.8米吨5.3m50t5050505045.645.836.6最小半径85.576.859.938.9米吨4.5m50t50505036.750M1280双纯吊重表：臂长幅度10203040506065707580取人半径吊重82.67.9m27.5m84.277.269.962.354.1 45.039.633.826.817.3米吨50t50:5048.441.2
5、34.227.023.520.016.5 :1380.812.573.47.9m27.5m83.575.567.258.448.637.029.820.3米吨80t80807254.540.830.025.020.971.919.364.26.5m24.5m82.573.463.753.240.823.7米吨100t1001007955.541.831.063.027.755.05.8m24.7m81.370.558.945.527.6米吨100t10010080.256.842.554.235.045.85.1m24.9m79.566.351.532.4米吨100t100P 10081.25
6、745.346.436.64.3m25.0m76.859.838.6米吨100t10010081.936.460.3M1280D吊主要结构件重量表名称数量高（长）度（项单件重量（Kg）起重臂17234000爬升节1422000标准节12117000平衡臂111.414535下回转12.5113000上回转16.221000A架115.9120000发动机组及卷扬 机组114000机械平台17.512000加强节249000操作室12.11600主卷扬筒及钢索14.4523000塔吊机构参数：回转机构：00.75RPMM600D受力情况:固式（无附着塔身重量及基础受力）No Climbing F
7、rame(没有爬升框)Internal Climbing Frame (爬升框在内部)ExternalClimbingFrame (爬升框在外部)Units（单位）Tower441442392441442392441442392H364836364436324436(m)M884r 1031886884r 94718868831099 1920P (mT) 1V174190176189201191185201191(T)S242924242824283329(T)T304P 344344308P 3291348306367 1359U217263256213229252214281264(T)
8、内爬式Tower Types （塔吊种类）391392441442Units（单位）G两个爬升框最小跑离12121212(m)J最后一个附着上的最大跑离162412432(m)K最大水平载荷67727277(T)L总体垂直载荷180191189201(T)H最大自由高度28363644(m)乂600批 吊起重性能表最小 幅度50t最大幅度10.015.020.025.030.035.040.045.050.055.060.062.565.067.570.0(m)(m)50T(m)(m)(m)(m)(m)(m)(m)(m)(m)(m)(m)(m)(m)(m)(m)73.46.225.021.31
9、7.815.813.812.210.89.47.86.65.24.64.03.53.0 168.86.029.725.521.719.116.514.412.610.89.07.5I 6.15.54.864.25.336.030.226.022.318.915.913.611.79.98.57.159.65.0 142.035.329.424.120.216.714.112.010.38.855.04.48.546.239.232.726.721.617.514.712.511.050.44.213.850.046.934.927.822.117.915.112.945.83.915.0 50
10、.050.037.028.922.7118.415.441.23.715.550.050.038.029.523.118.815.836.63.316.050.050.038.930.223.4 119.4乂600姓吊主要结构件重量表名称数量高（长）度 （m）单件重量（Kg）备注起重臂15515000含滑轮组，拉索等45.812500不含变幅滑轮组，拉索等爬升节1415000含油缸等标准节1245000下回转12.5113000含回转齿圈上回转110.211000A架114.112000主卷扬筒及钢索111000机械平台，1r 10000加强节146500操作室12.11200发动机及卷扬机组11000塔吊机构参数：回转机构：00.8RPM行走机构:18m/minM440D固式（无附着塔身重量及基础受力）No Climbing Frame(没有爬升框)
