ANALYSIS AND DESIGN OF THE CRANE INSTALLED ON TOP OF THE EXISTING FRAMEWORK BUILDING

Li Shulin; Li Shuxiang; Wan Bo; Li Ying

doi:10.13204/j.gyjz200611024

Volume 36 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(11): 98-101,105

Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013

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Li Shulin, Li Shuxiang, Wan Bo, Li Ying. ANALYSIS AND DESIGN OF THE CRANE INSTALLED ON TOP OF THE EXISTING FRAMEWORK BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 98-101,105. doi: 10.13204/j.gyjz200611024

Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013

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ANALYSIS AND DESIGN OF THE CRANE INSTALLED ON TOP OF THE EXISTING FRAMEWORK BUILDING

doi: 10.13204/j.gyjz200611024

1.
Engineering Detection,Appraisal and Strengthening Center,Nanjing University of Technology Nanjing 210009

Received Date: 2006-03-20
Publish Date: 2006-11-20

Abstract

Abstract

If a tower crane is located at the top of a frame structure,the steel beams will be installed under the crane to undertake its weight.The body of the crane shall be connected with the original beams and slabs of the roof.The overturning moment of the crane will be counteracted.The internal force of the steel beams will be analyzed by exact mechanical method.By the results the correct type of steel beams will be chosen.At the same time the correct connection between the framework columns and the steel becuns will be ensured.Furthermore,the influence of this crane on the original building is also considered and calculated.
- gravity,
- overturning moment,
- revolving,
- rigid frame,
- steel beam

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References(3)

References

[2] 《建筑结构静力计算手册》编写组.建筑结构静力计算手册.第二版.北京:中国建筑工业出版社,1998

GB 50017-2003 钢结构设计规范

[3] 《轻型钢结构设计指南(实例与图集)》编辑委员会.轻型钢结构设计指南.北京:中国建筑工业出版社,2000

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