塔吊型号总说明Word文档格式.docx

1、40506065707580最大半径吊重82.6最小半径85.584.277.269.962.354.145.039.834.027.117.9米吨8.2m50t48.441.234.227.023.520.016.51381.112.373.483.575.567.358.548.737.230.320.87.4m40.830.025.020.972.318.964.282.573.463.853.341.024.26.7m41.831.063.427.255.081.370.558.945.728.06.0m42.554.534.445.879.566.451.732.85.3m45.63

2、6.676.859.938.94.5m36.7M1280 双绳吊重表：7.9m27.5m39.633.826.817.380.812.567.258.448.637.029.820.380t7271.919.36.5m24.5m63.753.240.823.7100t1007955.563.027.75.8m24.7m45.527.680.256.854.235.05.1m24.9m66.351.532.481.25745.346.44.3m25.0m59.838.681.936.460.3M1280D 塔吊主要结构件重量表：名称数量高（长）度（m）单件重量（kg）起重臂134000爬升节42

3、2000标准节12117000平衡臂11.414535下回转2.5113000上回转6.221000A 架15.9120000发动机组及卷扬机组14000机械平台7.512000加强节29000操作室2.11600主卷扬筒及钢索4.4523000塔吊机构参数： 回转机构：00.75r/mM600D受力情况：固定式（无附着塔身重量及基础受力）没有爬升框爬升框在内部爬升框在外部单位Tower441442392H36484432mM88410318869478831099920mTV174190176189201191185TS24292833304344308329348306367359U217

4、263256213229252214281264内爬式塔吊种类391G两个爬升框最小距离J最后一个附着上的最大距离16K最大水平载荷6777L总体垂直载荷180最大自由高度M600D 塔吊起重性能表：最小50t 最大幅10.015.040.045.050.060.062.565.067.570.0度（m）50T21.317.815.813.812.210.89.47.86.65.24.64.03.53.068.86.029.725.521.719.114.412.69.06.15.54.85.336.030.226.022.315.913.611.79.98.57.159.65.042.035

5、.329.424.120.216.714.112.010.38.84.446.239.232.726.721.617.514.711.050.44.246.934.927.822.117.915.112.93.937.028.922.718.415.43.715.538.029.523.118.83.316.038.923.419.4M600D 塔吊主要结构件重量表：高（长）度单件重量备注（kg）5515000含滑轮组，拉索等12500不含变幅滑轮组，拉索等含油缸等5000含回转齿圈10.2110001000065001200发动机及卷扬机组00.8r/m行走机构：18m/minM440D88

6、511228779301191923188178203193187199262530136934130537334531235122529226122228825723631027310.5最后一个附着上最大距离33.5987190156M440D 塔吊起重性能：50 吨最大6-22.519.517.2158.36.94.33.62.730.626.32316.911.29.37.66.329.825.814.211.89.78.04122.818.114.64218.314.912.410.442.318.712.813.242.830.723.81915.613.113.343.330.8

7、16.143.531.324.2M125/75塔身截面：44 米 底架：1010 米（行走式）塔身节主要构件重量：固定脚（预埋节）：1.79 米（0.78 吨4）； 标准节：5.7 米（7.285吨）；加强节：5.7 米（8.5 吨）；过渡节：6 米（5.467平衡臂：24 米（24.592 吨）；套架总成：（31.455 吨）；回转总成：（23.5 吨）；塔头：（4.449 吨）。最大自由高度基础受力（吨）：P=295.4T起重性能：双小车520.53545吊重38.824.920.711.1537.5吊重16.3521.541.432.816.214.0535.523.717.6单小车吊重21.418.213.59.2