吊装分析和典型安装

1、8.6.2.3 机械设备选型1、塔楼机械设备选型1）6#塔楼机械设备选型（1）钢柱分节6#塔楼共16根劲型钢柱，分布图如下所示图8.6.2.3-1 6#塔楼劲型钢柱布置图分节情况如下表所示 表8.6.2.3-1 6#塔楼钢柱分节表吊装柱节楼层范围标高范围（m）节长（m）最重构件（t）第一节B1夹层-6.95+1.18.052.75第二节1+1.1+7.196.094.01第三节2+7.19+14.146.954.58第四节3+14.14+19.555.411.80第五节45+19.55+26.857.32.43（2）机械设备选型选择一台STT293平头塔吊，臂长70米，塔身高度随塔楼逐步爬升。

2、（3）吊装分析与结论6#塔楼地下共一层，所以首节钢柱的吊装分析如下表所示表8.6.2.1-3 6#塔楼地下钢柱吊装分析表序号塔吊编号或型号构件编号构件长度重量 (t)吊装距离塔吊吊重是否满足吊装1STT293KZ18.052.6830.58.8满足2STT293KZ28.052.6822.78.8满足3STT293KZ38.052.6814.18.8满足4STT293KZ48.052.686.58.8满足5STT293KZ58.052.6878.8满足6STT293KZ68.052.68158.8满足7STT293KZ78.052.68228.8满足8STT293KZ88.052.6827.3

3、8.8满足9STT293KZ98.052.6833.57.57满足10STT293KZ108.052.6836.76.34满足11STT293KZ118.052.6837.36.34满足12STT293KZ128.052.6839.36.34满足13STT293KZ138.055.3143.25.7满足14STT293KZ148.052.6845.15.7满足15STT293KZ158.052.6839.26.34满足16STT293KZ168.052.6834.57.51满足根据上表可知最不利工况为距离塔吊43.2m处，钢柱重量5.31t，STT293平头塔吊在此处吊重5.7t，满足吊装要求

4、。 6#塔楼钢柱地上部分共4节，由表8.6.2.3-1可知第三节钢柱最重，所以选第三节作为分析对象表8.6.2.3-3 6#塔楼地上钢柱吊装分析表序号塔吊编号或型号构件编号构件长度重量 (t)吊装距离塔吊吊重是否满足吊装1STT293KZ16.952.3230.58.8满足2STT293KZ26.952.3222.78.8满足3STT293KZ36.952.3214.18.8满足4STT293KZ46.952.326.58.8满足5STT293KZ56.952.3278.8满足6STT293KZ66.952.32158.8满足7STT293KZ76.952.32228.8满足8STT293KZ

5、86.952.3227.38.8满足9STT293KZ96.952.3233.57.57满足10STT293KZ106.952.3236.76.34满足11STT293KZ116.952.3237.36.34满足12STT293KZ126.952.3239.36.34满足13STT293KZ136.954.5843.25.7满足14STT293KZ146.952.3245.25.7满足15STT293KZ156.952.3239.26.34满足16STT293KZ166.952.3234.57.51满足由上表可知，最不利工况为距离塔吊45.1m处，钢柱重量2.32t，选择STT293塔吊，在此

6、处吊重为5.7t，满足吊装要求。2）7#塔楼机械设备选型（1）钢柱分节7#塔楼外框钢柱分布图如下所示图8.6.2.3-2 7#塔楼劲型钢柱布置图表8.6.2.3-4 7#塔楼外框劲性钢柱分节表吊装柱节楼层范围标高范围（m）节长（m）最重构件（t）第一节底板15.65010.1505.53.76第二节B210.1505.6504.53.07第三节B15.650+1.2006.854.68第四节1+1.2+7.264.68第五节2+7.2+12.253.9第六节3+12.2+18.264.68第七节4+18.2+23.675.474.27第八节M5+23.67+29.35.634.39第九节67+

7、29.3v36.57.25.62第十节89+36.5+41.97.25.62第十一节1011+41.9+51.37.65.93第十二节1213+51.3+58.57.25.62（2） 机械设备选型选择一台STT293平头塔吊，臂长设置为70米，塔身高度随塔楼逐步爬升。（3）吊装分析与结论7#塔楼地下钢柱共分为3节，由上表可知最不利工况发生在第三节钢柱，所以选择对第三层进行分析。表8.6.2.3-5 7#塔楼地下钢柱吊装分析表序号塔吊编号或型号构件编号构件长度（m）重量 (t)吊装距离（m）塔吊吊重(t)是否满足吊装1STT293GZ16.853.9251.24满足2STT293GZ26.853

8、.9249.54满足3STT293GZ36.853.9248.14满足4STT293GZ46.853.9247.34满足5STT293GZ56.853.9247.04满足6STT293GZ66.853.9247.14满足7STT293GZ76.853.9247.74满足8STT293GZ86.853.249.04满足9STT293GZ96.853.9250.64满足10STT293GZ106.853.2436.76满足11STT293GZ116.853.2437.36满足12STT293GZ126.853.2439.35.5满足13STT293GZ136.853.2443.24.8满足14ST

9、T293GZ146.853.2445.24.8满足15STT293GZ156.853.2439.25.5满足16STT293GZ166.853.2440.05.5满足17STT293GZ176.853.9243.24.8满足18STT293GZ186.854.3244.24.8满足19STT293GZ196.852.9351.54满足20STT293GZ206.852.8943.14.8满足21STT293GZ216.852.8938.35.5满足22STT293GZ226.852.9336.75.5满足23STT293GZ236.853.9227.97.6满足24STT293GZ246.85

10、3.9223.48.64满足25STT293GZ256.853.9218.68.64满足26STT293GZ266.853.9214.38.64满足27STT293GZ276.853.9210.28.64满足28STT293GZ286.853.926.98.64满足29STT293GZ296.854.6811.18.64满足30STT293GZ306.853.9219.88.64满足31STT293GZ316.853.9225.68.64满足32STT293GZ326.853.9231.77.6满足33STT293GZ336.853.9238.05.5满足34STT293GZ346.853.2

11、430.67.6满足35STT293GZ356.853.2426.57.6满足36STT293GZ366.853.2422.58.64满足37STT293GZ376.853.2419.08.64满足38STT293GZ386.853.2416.28.64满足39STT293GZ396.853.2414.38.64满足40STT293GZ406.852.6917.08.64满足41STT293GZ416.852.6930.08.64满足42STT293GZ426.852.6923.58.64满足43STT293GZ436.852.6936.66.5满足7#塔楼地下部分吊装选择STT293塔吊，由

12、上表可知最不利工况发生在距离塔吊51.2m处，此处钢柱重3.92t，塔吊在此处额定吊重为4t，满足吊装要求。7#塔楼地上部分钢柱分为9节，分析可知最不利工况发生在第4节钢柱处。表8.6.2.3-6 7#塔楼地上钢柱吊装分析表序号塔吊编号或型号构件编号构件长度(m)重量 (t)吊装距离(m)塔吊吊重(t)是否满足吊装1STT2931GZ16.03.4451.24满足2STT2931GZ26.03.4449.54满足3STT2931GZ36.03.4448.14满足4STT2931GZ46.03.4447.34满足5STT2931GZ56.03.4447.04满足6STT2931GZ66.03.4

13、447.14满足7STT2931GZ76.03.4447.74满足8STT2931GZ86.03.4449.04满足9STT2931GZ96.03.4450.64满足10STT2931GZ106.02.8436.76满足11STT2931GZ116.02.8437.36满足12STT2931GZ126.02.8439.35.5满足13STT2931GZ136.02.8443.24.8满足14STT2931GZ146.02.8445.24.8满足15STT2931GZ156.02.8439.25.5满足16STT2931GZ166.02.8440.05.5满足17STT2931GZ176.03.

14、4443.24.8满足18STT2931GZ186.03.7844.24.8满足19STT2931GZ196.02.7751.54满足20STT2931GZ206.02.7743.14.8满足21STT2931GZ216.02.7738.35.5满足22STT2931GZ226.02.5636.75.5满足23STT2931GZ236.03.4427.97.6满足24STT2931GZ246.03.4423.48.64满足25STT2931GZ256.03.4418.68.64满足26STT2931GZ266.03.4414.38.64满足27STT2931GZ276.03.4410.28.6

15、4满足28STT2931GZ286.03.446.98.64满足29STT2931GZ296.04.5711.18.64满足30STT2931GZ306.03.4419.88.64满足31STT2931GZ316.03.4425.68.64满足32STT2931GZ326.03.4431.77.6满足33STT2931GZ336.03.4438.05.5满足34STT2931GZ346.02.8330.67.6满足35STT2931GZ356.02.8326.57.6满足36STT2931GZ366.02.8322.58.64满足37STT2931GZ376.02.8319.08.64满足38

16、STT2931GZ386.02.8316.28.64满足39STT2931GZ396.02.8314.38.64满足40STT2931GZ406.02.3617.08.64满足41STT2931GZ416.02.3630.08.64满足42STT2931GZ426.02.3623.58.64满足43STT2931GZ436.02.3636.66.5满足7#塔楼最不利工况发生在距离塔吊55.8m处，此处钢柱重3.44t，塔吊在此处额定吊重为4.6t，满足吊装要求。3）8#塔楼机械设备选型1）钢柱分节8#塔楼外框钢柱分布图如下所示图8.6.2.3-3 8#塔楼劲型钢柱布置图对于8#塔楼，钢柱分为外

17、框钢柱和核心筒钢柱，核心筒钢柱最大截面尺为H400*400*35*35，相比于外框钢柱截面尺寸明显偏小，核心筒钢柱和外框钢柱分节保持在同一截面上，所以能满足外框钢柱吊装要求的塔吊肯定也能满足核心筒钢柱的吊装要求，所以此处只考虑外框钢柱。表8.6.2.3-7 8#塔楼外框劲性柱分节表吊装柱节楼层范围标高范围（m）节长（m）最重构件（t）第一节底板-15.65-10.255.48.4第二节B2-10.25-5.754.57第三节B1-5.75-2.33.455.35第四节夹层-2.3+1.13.45.3第五节1+1.1+7.169.33第六节2+7.1+12.157.78第七节3+12.1+18.

18、168.89第八节4+18.1+23.156.67第九节56+23.1+30.177.61第十节78+30.1+37.177.61第十一节910+37.1+44.177.61第十二节1112+44.1+51.176.62第十三节1314+51.1+58.176.62第十四节1516+58.1+65.176.62第十五节1718+65.1+73.183.52第十六节1920+73.1+80.57.43.35第十七节2122+80.5+87.97.43.35第十八节2324+87.9+95.37.43.35第十九节2527+95.3+102.77.43.35（2） 机械设备选型地下部分钢柱吊装选择

19、一台STT553，臂长50米；地上部分吊装选择两台塔吊，1台为STT553，臂长40米，另一台为STT403，臂长50米。（3）吊装分析与结论8#塔楼地下按每层一节，共四节，最不利工况在地下第三层表8.6.2.3-8 8#塔楼地下钢柱吊装分析表序号塔吊编号或型号构件编号构件长度重量 (t)吊装距离塔吊吊重是否满足吊装1STT553KZ15.47.241.612满足2STT553KZ25.47.238.412满足3STT553KZ35.47.23812满足4STT553KZ45.47.239.812满足5STT553KZ55.47.243.512满足6STT553KZ65.48.444.412满

20、足7STT553KZ75.41.9838.912满足8STT553KZ85.47.1335.212满足9STT553KZ95.47.1330.512满足10STT553KZ105.47.1328.112满足11STT553KZ115.47.1328.712满足12STT553KZ125.47.232.412满足13STT553KZ135.47.225.912满足14STT553KZ145.47.217.912满足15STT553KZ155.41.9812.712满足16STT553KZ165.47.1312.612满足17STT553KZ175.47.1317.212满足18STT553KZ1

21、85.47.1324.512满足19STT553KZ195.42.3836.212满足20STT553KZ205.45.1631.612满足21STT553KZ215.41.9829.912满足22STT553KZ225.47.227.612满足23STT553KZ235.47.221.412满足24STT553KZ245.47.212.312满足25STT553KZ255.47.2412满足26STT553KZ265.47.28.312满足由上表可知，最不利工况发生在距塔吊44.4m处，钢柱重量8.4t，STT553塔吊在此额定吊重为12t，满足吊装要求。 8#塔楼地上部分分为15节 通过分

22、析第一节构件最重，所以选首层作为分析对象 表8.6.2.3-9 8#塔楼地上钢柱吊装分析表序号塔吊编号或型号构件编号构件长度（m）重量 (t)吊装距离（m）塔吊吊重（t）是否满足吊装1STT403KZ168409.5满足2STT403KZ2682712满足3STT403KZ3681812满足4STT403KZ4681012满足5STT403KZ568512满足6STT403KZ669.331012满足7STT403KZ762.21712满足8STT403KZ867.921512满足9STT403KZ967.921712满足10STT403KZ1067.922312满足11STT403KZ116

23、7.92319.5满足12STT553KZ12683012满足13STT553KZ13682412满足14STT553KZ14681512满足15STT553KZ1562.21312满足16STT553KZ1667.921512满足17STT403KZ1767.92329.5满足18STT403KZ1867.923012满足19STT403KZ1962.642012满足20STT403KZ2065.742812满足21STT403KZ2162.2319.5满足22STT553KZ22683412满足23STT553KZ23682812满足24STT553KZ24681912满足25STT553

24、KZ25681012满足26STT403KZ2668712满足由上表可知最不利工况发生在距塔吊40m处，此处钢柱重8t，STT403塔吊在此处额定吊重为9.5t，满足吊装要求。4）9#塔楼机械设备选型（1） 钢柱分节9#塔楼外框钢柱分布图如下图8.6.2.3-4 9#塔楼劲型钢柱布置图表8.6.2.3-10 9#塔楼外框劲性钢柱分节表吊装柱节楼层范围标高范围（m）节长（m）最重构件（t）第一节底板-15.35-10.155.29.51第二节B2-10.15-5.654.58.23第三节B1-5.65-2.23.456.33第四节夹层-2.2+1.23.46.3第五节1+1.2+7.2610.9

25、7 第六节2+7.2+12.259.14 第七节3+12.2+18.2610.97 第八节4+18.2+23.259.14 第九节56+23.2+306.810.60 第十节78+30+36.86.89.72 第十一节910+36.8+43.66.89.72 第十二节1112+43.6+51.57.96.95 第十三节1315+51.5+61.710.28.98 第十四节1618+61.7+71.910.28.98 第十五节1921+71.9+82.110.28.98 第十六节2224+82.1+92.310.28.98 第十七节2526+92.3+99.47.15.94 第十八节2728+9

26、9.4+107.98.57.11 第十九节2932+107.9+121.9146.16 第二十节3336+121.9+131.29.34.09 （2）机械设备选型地下部分钢柱吊装选择一台STT553塔吊，臂长50米；地上部分钢柱吊装选择两台塔吊，一台为STT553塔吊，臂长40米，另一台为STT403塔吊，臂长50米。（3）吊装分析与结论9#塔楼地下部分共26根外框钢柱，全部在同一截面上分为四节，四节钢柱截面尺寸一致，最下面一节为5.4m，为四节里面最长的，所以选最下面一节作为分析对象，则钢柱吊装距离内塔吊吊重如下表所示表8.6.2.3-11 9#塔楼地下钢柱吊装分析表序号塔吊编号或型号构件编

27、号构件长度（m）重量 (t)吊装距离（m）塔吊吊重（t）是否满足吊装1STT553KZ15.26.934511.5满足2STT553KZ25.28.674212满足3STT553KZ35.28.674012满足4STT553KZ45.26.934212满足5STT553KZ55.26.9344.112满足6STT553KZ65.26.934511.5满足7STT553KZ75.21.94012满足8STT553KZ85.28.43612满足9STT553KZ95.28.43212满足10STT553KZ105.29.513012满足11STT553KZ115.29.513212满足12STT5

28、53KZ125.26.933612满足13STT553KZ135.26.932912满足14STT553KZ145.26.932112满足15STT553KZ155.21.91512满足16STT553KZ165.28.41412满足17STT553KZ175.28.41712满足18STT553KZ185.28.42412满足19STT553KZ195.22.863712满足20STT553KZ205.22.863212满足21STT553KZ215.21.93012满足22STT553KZ225.26.932712满足23STT553KZ235.26.931912满足24STT553KZ2

29、45.26.931012满足25STT553KZ255.26.93512满足26STT553KZ265.26.931312满足9#塔楼地下部分钢柱最不利工况为距塔吊32m处，此处钢柱9.51t，塔吊在此处额定吊重为12t，满足吊装要求。9#塔楼地上部分外框钢柱共26根，分为16节，通过计算分析首节钢柱最重，所以选首节钢柱进行研究。表8.6.2.3-12 9#塔楼地上钢柱吊装分析表序号塔吊编号或型号构件编号构件长度（m）重量 (t)吊装距离（m）塔吊吊重（t）是否满足吊装1STT403KZ16815.412满足2STT403KZ26106.812满足3STT403KZ3610512满足4STT4

30、03KZ46813.512满足5STT403KZ56822.312满足6STT403KZ66829.612满足7STT403KZ762.231.911满足8STT403KZ869.725.612满足9STT403KZ969.718.412满足10STT403KZ10610.9713.412满足11STT403KZ11610.9714.412满足12STT403KZ12682012满足13STT403KZ136823.612满足14STT553KZ146820.412满足15STT553KZ1562.21512满足16STT553KZ1669.714.112满足17STT553KZ1769.71

31、7.212满足18STT553KZ1869.72312满足19STT403KZ1963.333.511满足20STT553KZ2063.331.212满足21STT553KZ2162.229.212满足22STT553KZ226826.312满足23STT553KZ23681912满足24STT553KZ246810.312满足25STT553KZ25684.912满足26STT553KZ266812.612满足9#塔楼地上部分钢柱最不利工况为距塔吊23m处，此处钢柱重10.97t，STT403塔吊在此处额定吊重为12t，满足吊装要求。5）BC区裙楼机械设备选型（1）钢柱分节BC区裙楼的钢柱分

32、布图如下图8.6.2.3-5 裙楼钢柱分布图裙楼钢柱分为一层一节，每根钢柱分为6-7节，选择较重的首层钢柱进行吊装分析。（2） 机械设备选型BC区裙房共需要5台塔吊，一台为STT293.臂长设置为70米；2台为STT553，臂长设置为60米；3台为ST7050，臂长设置为60米。（3）吊装分析及结论表8.6.2.3-13 裙楼钢柱吊装分析表序号塔吊编号或型号轴线位置构件长度（m）重量 (t)吊装距离（m）塔吊吊重（t）是否满足吊装1STT293S44SL1轴7.7336.66.5满足2STT293S44SJ1轴7.74.519.99满足3STT293S44SH1轴7.74.54.29满足4ST

33、7050（2）S43SM1轴7.7353.76.96满足5ST7050（2）S43SL1轴7.7354.26.96满足6ST7050（2）S42SM1轴7.73459满足7ST7050（2）S42SL1轴7.74.545.89满足8ST7050（2）S40SL1轴7.7329.710满足9ST7050（2）S39SH1轴7.733810满足10ST7050（2）1/S37SK1轴7.77.215.810满足11ST7050（2）1/S37SJ1轴7.74.824.710满足12ST7050（2）S37SH1轴7.74.83310满足13ST7050（2）S37SG1轴7.74.84010满足1

34、4ST7050（2）2/S37SM1轴7.73.813.510满足15ST7050（2）2/S37SL1轴7.73.815.710满足16ST7050（2）4/S37SK1轴7.77.23510满足17ST7050（2）4/S37SJ1轴7.77.236.310满足18ST7050（2）3/S37SH1轴7.77.24010满足19ST7050（2）3/S37SG1轴7.74.8468.5满足20ST7050（1）6/S37SC1轴7.76.855.46.96满足21ST7050（1）S43SG1轴7.74.5546.96满足22ST7050（1）S42SG1轴7.74.547.88满足23S

35、T7050（1）S41SG1轴7.73.9419.5满足24ST7050（1）S40SG1轴7.7335.610满足25ST7050（1）S37SF1轴7.74.82110满足26ST7050（1）S37SE1轴7.74.813.310满足27ST7050（1）S37SD1轴7.74.86.310满足28ST7050（1）S38SC1轴7.74.85.710满足29ST7050（1）S34SF1轴7.77.237.510满足30ST7050（1）S34SE1轴7.74.824.810满足31ST7050（1）S35SD1轴7.772410满足32ST7050（1）S35SC1轴7.7723.7

36、10满足33ST7050（3）5/S37SF1轴7.74.8507.88满足34ST7050（3）5/S37SD1轴7.74.8546.96满足35ST7050（3）6/S37SH1轴7.74.842.89.5满足36ST7050（3）6/S37SG1轴7.74.841.49.5满足37ST7050（3）7/S37SK1轴7.77.243.69.5满足38ST7050（3）7/S37SJ1轴7.74.838.610满足39ST7050（3）8/S37ST1轴7.73.9497.88满足40ST7050（3）8/S37SJ1轴7.73.131.810满足41ST7050（3）8/S37SC1轴7

37、.73.93810满足42ST7050（3）S12ST1轴7.74.9566.5满足43ST7050（3）S13SS1轴7.73.442.59.5满足44ST7050（3）S25SJ1轴7.73.126.210满足45ST7050（3）S25SD1轴7.73.923.310满足46ST7050（3）S25SC1轴7.74.53010满足47ST7050（3）S22SJ1轴7.73.124.410满足48ST7050（3）S22SG1轴7.73.98.410满足49ST7050（3）S22SD1轴7.73.918.910满足50ST7050（3）S22SC1轴7.7726.710满足51ST70

38、50（3）S11SS1轴6.54.9586.2满足52ST7050（3）S13SJ1轴6.54.926.310满足53ST7050（3）S20SF1轴6.54.914.510满足54ST7050（3）S21SF1轴6.54.91010满足55ST7050（3）S21SC1轴7.73.529.210满足56ST7050（3）S12SJ1轴6.54.535.610满足57ST7050（3）S17SF1轴6.51.73310满足58ST7050（3）S17SE1轴6.53.436.210满足59ST7050（3）S11SJ1轴6.54.9478满足60ST7050（3）S12SF1轴6.51.743

39、.39.5满足61ST7050（3）S15SD1轴6.55.6537满足62ST7050（3）S16SC1轴6.52952.27满足63STT553（1）S10SC1轴6.51.748.811满足64STT553（1）S08SD1轴6.53.439.612满足65STT553（1）S10SE1轴6.55.652.710.02满足66STT553（1）S08SF1轴6.55.64711满足67STT553（1）S03SC1轴6.53.2712满足68STT553（1）S02SD1轴6.53.219.712满足69STT553（1）S04SF1轴6.52.628.412满足70STT553（1）S

40、03SF1轴6.52.62912满足71STT553（1）S02SF1轴6.53.332.412满足72STT553（2）S11ST1轴6.54.95110.91满足73STT553（2）S11SC1轴6.54.95010.91满足74STT553（2）S08SJ1轴6.54.952.310.02满足75STT553（2）S08SC1轴6.54.938.412满足76STT553（2）S08ST1轴6.53.439.412满足77STT553（2）S07ST1轴6.54.92912满足78STT553（2）S07SS1轴6.54.927.612满足79STT553（2）S07SR1轴6.54.928.712满足80STT553（2）S06ST1轴6.51.722.312满足81STT553（2）S06SS1轴6.54.920.112满足82STT553（2）S05ST1轴6.51.71512满足83STT553（2）S05SS1轴6.54.91212满足84STT553（2）S04ST1轴6.54.91012满足85STT553（2）S04SS1轴6.54.93.612满足86STT553（2）S04SR1轴6.54.98.612满足87STT553（2）S04SJ1轴6.54.935.612满足8