塔吊型号总说明书.doc

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1、部分大型建筑机械简介目录M1280D2M600D3M440D4M125/755STT5537L50/40A10TC7052（QTZ400）12C705013K50/5016STT29318C702221ST70/2722K40/2125JT300-1627MC32029HK703030ST70/3032K30/3035256HC37K30/2140H3/36B44E6026/B1247G3/28B49QTZ602151TC6020A（QTZ160）52ST60/1454ST60/1556FH601559

2、F0/23B(C)62G25/15C64ST50/15A67MC120A69ST55/1071TC5613-673TC561075E15.1576QT501378M1280D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米时基础受力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=28877吨米；自重V=442吨，剪力S=48吨，

3、压力T=619吨，拉力U=398吨。M1280单绳吊重表：臂长幅度10203040506065707580最大半径吊重82.6最小半径85.5°84.2°77.2°69.9°62.3°54.1°45.0°39.8°34.0°27.1°17.9°米吨8.2m50t505048.441.234.227.023.520.016.51381.112.373.4最小半径85.5°83.5°75.5°67.3°58.5°48.7°37.2°30.3°20.8°米吨7.4m50t5050505040.830.025.

4、020.972.318.964.2最小半径85.5°82.5°73.4°63.8°53.3°41.0°24.2°米吨6.7m50t5050505041.831.063.427.255.0最小半径85.5°81.3°70.5°58.9°45.7°28.0°米吨6.0m50t5050505042.554.534.445.8最小半径85.5°79.5°66.4°51.7°32.8°米吨5.3m50t5050505045.645.836.6最小半径85.5°76.8°59.9°38.9°米吨4.5m50t505

5、05036.750M1280双绳吊重表：臂长幅度10203040506065707580最大半径吊重82.67.9m~27.5m84.2°77.2°69.9°62.3°54.1°45.0°39.6°33.8°26.8°17.3°米吨50t505048.441.234.227.023.520.016.51380.812.573.47.9m~27.5m83.5°75.5°67.2°58.4°48.6°37.0°29.8°20.3°米吨80t80807254.540.830.025.020.971.919.3

6、64.26.5m~24.5m82.5°73.4°63.7°53.2°40.8°23.7°米吨100t1001007955.541.831.063.027.755.05.8m~24.7m81.3°70.5°58.9°45.5°27.6°米吨100t10010080.256.842.554.235.045.85.1m~24.9m79.5°66.3°51.5°32.4°米吨100t10010081.25745.346.436.64.3m~25.0m76.8°59.8°38.6°米吨100t10010081.9

7、36.460.3M1280D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：0~0.75r/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部爬升框

8、在外部单位Tower441442392441442392441442392H364836364436324436mM88410318868849478868831099920mTV174190176189201191185201191TS242924242824283329TT304344344308329348306367359U217263256213229252214281264T爬式塔吊种类391392441442单位G两个爬升框最