REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT

He Tiansen; Chao Si; Zhang Xiaoguang; Huang Tao

doi:10.13204/j.gyjz201110029

Volume 41 Issue 10

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He Tiansen, Chao Si, Zhang Xiaoguang, Huang Tao. REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 123-128. doi: 10.13204/j.gyjz201110029

Citation:

He Tiansen, Chao Si, Zhang Xiaoguang, Huang Tao. REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 123-128. doi: 10.13204/j.gyjz201110029

He Tiansen, Chao Si, Zhang Xiaoguang, Huang Tao. REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 123-128. doi: 10.13204/j.gyjz201110029

Citation:

He Tiansen, Chao Si, Zhang Xiaoguang, Huang Tao. REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 123-128. doi: 10.13204/j.gyjz201110029

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REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT

doi: 10.13204/j.gyjz201110029

1.
Architectural Design &Research Institute(Group) Co.Ltd,Tongji University,Shanghai 200292,China

Received Date: 2011-01-04
Publish Date: 2011-10-20

Abstract

Abstract

Based on reconstructing the RC chimney of the former Nanshi Electric Power Plant，which is a typical RC tube structure，into a sightseeing tower for 2010 Shanghai World Expo，it is presented the structural reinforcement scheme and reform contents，and it is described in detail the design of reinforcement and reform of the stucture． It is calculated the main indexes of the structure before and after the reinforcement． It is also checked and compared the indexes of the bearing capacity at ultimate state and normal service state for the structure before and after the reinforcement，through which the reinforcement effect was analyzed．
- reinforced concrete,
- rebuilding,
- reinfoecement,
- chimney,
- high-rise structure