THE MAIN SUSPENSION CABLE ERECTING TECHNOLOGY OF SELF-ANCHORED SUSPENSION BRIDGE

Wei Dexin; Jiang Jianrong; Di Wulong

doi:10.13204/j.gyjz201109024

Volume 41 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(9): 108-112

Gu Wei, Liu Bin. RESEARCH ON THE LIMIT RATIO OF HEIGHT TO WIDTH FOR BASE-ISOLATED STRUCTURE WITH THE RUBBER BEARINGS CONSIDERING THE VERTICAL EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 17-20. doi: 10.13204/j.gyjz200410005

Citation:

Wei Dexin, Jiang Jianrong, Di Wulong. THE MAIN SUSPENSION CABLE ERECTING TECHNOLOGY OF SELF-ANCHORED SUSPENSION BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 108-112. doi: 10.13204/j.gyjz201109024

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THE MAIN SUSPENSION CABLE ERECTING TECHNOLOGY OF SELF-ANCHORED SUSPENSION BRIDGE

doi: 10.13204/j.gyjz201109024

1.
The Third Company of CCCC Third Harbor Engineering Co.Ltd,Nanjing 210011,China

Received Date: 2010-12-30
Publish Date: 2011-09-20

Abstract

Abstract

Xingou River Bridge in Jiangyin City is a self-anchored suspended bridge with double cable planes, the main girdes are five consecutive span prestressed concrete stiffening girders. As a self-anchored suspended bridge, the construction sequence is the girder first and then the cable, the main cable is anchored in the constructed main girder that bears the horizontal axial force, and the main suspension cable of suspension bridge bears all the permanent and live loads transmitted by hoisting cables. Because of the strong sensitivity of main cable erection line to the geometry of bridge structure, its erection linear error will cause great changes to the constructed bridge linear and internal stress distribution. Meanwhile, the main cable construction process itself has strong geometrical nonlinearity, the influence of temperature, construction and manufacturing error on main cable erection line is very sensitive, and the quality of the shape will be the decisive factor to the precision and service time of the bridge.Erecting the main suspension cable is a critical sequence in the construction of the bridge. It was introduced the construction technology of the self-anchored suspension bridge with the example of the construction of Xingou River Bridge in Jiangyin City.
- Xingou River Bridge in Jiangyin City,
- self-anchored suspended bridge,
- construction technology,
- erection of main suspension cable

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References(4)

References

周昌栋,谭永高,宋官保.悬索桥上部结构施工[M].北京: 人民交通出版社,2004.

[2] 严国敏,周世忠.现代悬索桥[M].北京: 人民交通出版社,2002.

[3] 孟超,辛克贵,张崇厚,等.人行景观悬索桥结构的设计与研究[J].工业建筑,2007,37( 11):97-103.

[4] 成都西南交大科技园管理有限公司.江阴市新沟河大桥施工监控总报告[R].成都: 成都西南交大科技园管理有限公司,2009.

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