THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE FOR SIYANG STADIUM

Wang Zeqiang; Chen Xinli; You Deqing; Xu Ruilong; Xu Wenlei

doi:10.13204/j.gyjz201208021

Volume 42 Issue 8

Dec. 2014

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Wang Zeqiang, Chen Xinli, You Deqing, Xu Ruilong, Xu Wenlei. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE FOR SIYANG STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 97-101,88. doi: 10.13204/j.gyjz201208021

Citation:

Wang Zeqiang, Chen Xinli, You Deqing, Xu Ruilong, Xu Wenlei. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE FOR SIYANG STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 97-101,88. doi: 10.13204/j.gyjz201208021

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THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE FOR SIYANG STADIUM

doi: 10.13204/j.gyjz201208021

1.
1. Beijing Building Engineering Institute Co.Ltd,Beijing 100039,China;
2.
2. Jiangsu World Steel Structure Engineering Group Co.Ltd,Xuzhou 221004,China

Received Date: 2012-04-06
Publish Date: 2012-08-20

Abstract

Abstract

The stadium was built in Siyang County of Jiangsu Province．The cable stayed gridding structure is used forthe stadium．The designed tensile force was gained from the calculation software of Midas/Gen．And the simulationcalculation was carried out in detail according to the construction course．The construction course of steel and cablewas introduced．According to character of this project, the construction methods of tensioning the front and backcables of the same pillar in the same time were provided．The cable force and the distortion were monitored in thecourse of construction．According to the construction simulation results, the rationality and correctness of constructionmonitoring were proposed．Which provided a basis for the methods of steel construction and prestressed construction．
- cable stayed structure,
- simulation and calculation,
- construction technology,
- construction monitoring