THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME

Wang Zeqiang; Qin Jie; Li Guoli; Chen Xinli; Tekky I. Budisetia

doi:10.13204/j.gyjz200812003

Volume 38 Issue 12

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(12): 8-11

Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003

Citation:

Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003

Citation:

Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003

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THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME

doi: 10.13204/j.gyjz200812003

1.
1. Beijing Building Construction Research Institute Beijing 100039;
2.
2. PT BINATAMA AKRINDO Jakarta 12810

Received Date: 2008-08-20
Publish Date: 2008-12-20

Abstract

Abstract

The stadium is built for 2008 Indonesian countrywide game.The cable stayed grid structure is used for the stadium.The designd tensile force is gained from the calculation software of Midas/Gen. And the simulation calculation is carried out in detail according to the construction course.The construction courses of steel and cable are introduced.According to character of this project,the construction methods which used front and back cable tension of the same pillar in the same time are provided.The steel stress,the cable force and the distortion are monitored in the course of prestress.According to the construction simulation results,the rationality and correctness of construction monitoring result are proved.
- cable stayed gridding structure,
- simulation and calculation,
- construction technology,
- construction monitoring

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References(3)

References

陆赐麟,尹思明,刘锡良.现代预应力钢结构.北京:人民交通出版社,2003

[2] 司波,秦杰,李国立,等.北京工人体育场改造工程高空灯架拉索结构施工技术.施工技术,2008,37(3):12-14

[3] 沈斌,秦杰,钱英欣,等.天津滨海国际会展中心(二期)预应力钢结构施工技术.施工技术,2008,37(4):59-60

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