THE PRESTRESS CONSTRUCTION TECHNOLOGY OF A BEAM STRING STRUCTURE FOR BEIJING NORTH STATION

Shen Bin; Qin Jie; Li Guoli; Qian Yingxin; Yang Zhiming

doi:10.13204/j.gyjz200812004

Volume 38 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(12): 12-14,25

LIN Yongjun, XU Wenqiang, ZHANG Xianzhao, LIU Kaiqi. SHEAR MECHANISM AND BOND STRENGTH CALCULATION OF NEW-TO-OLD CONCRETE INTERFACE WITH ANCHOR BARS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 72-83. doi: 10.13204/j.gyjzG20080511

Citation:

Shen Bin, Qin Jie, Li Guoli, Qian Yingxin, Yang Zhiming. THE PRESTRESS CONSTRUCTION TECHNOLOGY OF A BEAM STRING STRUCTURE FOR BEIJING NORTH STATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 12-14,25. doi: 10.13204/j.gyjz200812004

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THE PRESTRESS CONSTRUCTION TECHNOLOGY OF A BEAM STRING STRUCTURE FOR BEIJING NORTH STATION

doi: 10.13204/j.gyjz200812004

1.
1. Beijing Building Construction Research Institute Beijing 100039;
2.
2. Jiangsu Huning Steel Structure &Machinery Co.,Ltd. Yixing 214231

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

Abstract

Abstract

The multifunctional report hall for Beijing North Station is a one-way beam string structure. A lot of construction simulation and plan demonstration are carried out. A truss is installed and the cable is tensioned to 70 percentage of the design force on the ground.After raising and slipping the truss,the prestressing is carried out for the second and third time. The proposed method for the construction of beam string structure. It is not only reasonable in technology,but also can reduce the cost.
- beam string structure,
- sliding,
- simulation calculation,
- prestress,
- construction technology

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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] 黄明鑫.大型张弦梁结构的设计与施工.济南:山东科学技术出版社,2005

[3] 徐瑞龙,秦杰,李国立,等.国家奥林匹克体育中心综合训练馆张弦结构施工技术.工业建筑,2007,37(1):26-2

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