塔式起重机性能表大全.doc

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1、.目录M1280D2M600D3M440D4M125/755STT5537L50/40A8TC7052（QTZ400）10C705011K50/5013STT29315C702217ST70/271K40/212JT300-164MC3206HK70307ST70/308K30/3010256HC11K30/2114H3/36B15E6026/B1218G3/28B19QTZ602121TC6020A(QTZ160)22ST60/1423ST60/1525FH601527F0/23B(C)29G25/15C31ST50/15A

2、33MC120A34ST55/1036TC5613-637TC561038E15.1540QT501341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――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=

3、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，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.

4、8°米吨7.4m50t5050505040.830.025.020.972.318.964.2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

5、°38.9°米吨4.5m50t50505036.750M1280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

6、.919.364.26.5m~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100t10010081.936.460

7、.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：0～0.75RPMM600D受力情况：固定式（无附着塔身重量及基础受力）NoClimbingFrame（没有爬升框）Internal

8、ClimbingFrame（爬升框在内部）ExternalClimbingFrame（爬升框在外部）Units(单位)Tower441442392441442392441442392H364836364436324436(m)M884103188688494788688310