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

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(10): 123-128

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

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References(9)

References

[2] GB 500112001 建筑结构抗震设计规范[S].

GB 500682001 建筑结构可靠度设计统一标准[S].

[3] DGJ 0892003 建筑抗震设计规程[S].

[4] GB 501352006 高耸结构设计规范[S].

[5] GB 500512002 烟囱设计规范[S]

[6] GB 500092006 建筑结构荷载规范[S].

[7] GB 500102002 混凝土结构设计规范[S]

[8] 黄涛，张晓光.改建烟囱的地震响应分析[J].工业建筑，2008，38(增刊):419-421.

[9] 何天森，巢斯.高耸结构静力弹塑性分析研究[J].结构工程师，2011(4):45-50．

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