EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM

Qin Jie; Xu Ruilong; Qin Yang; Xu Yake; Gao Heng; Li Zhenbao

doi:10.13204/j.gyjz200701005

Volume 37 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(1): 16-19

Qin Jie, Xu Ruilong, Qin Yang, Xu Yake, Gao Heng, Li Zhenbao. EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 16-19. doi: 10.13204/j.gyjz200701005

Citation:

Qin Jie, Xu Ruilong, Qin Yang, Xu Yake, Gao Heng, Li Zhenbao. EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 16-19. doi: 10.13204/j.gyjz200701005

Citation:

PDF( 0 KB)

EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM

doi: 10.13204/j.gyjz200701005

1.
1 Beijing Building Construction Research Institute Beijing 100039;
2.
2 Beijing Institute of Architectural Design Beijing 100045;
3.
3 Guoao Investment &Development Co.,Ltd Beijing 100101;
4.
4 Beihang University Beijing 100083;
5.
5 Beijing University of Technology Beijing 100022

Received Date: 2006-09-19
Publish Date: 2007-01-20

Abstract

Abstract

It has been studied the prestressing construction technology of bidirectional truss string structure of the National Gymnasium.The two methods of tensioning cables are compared from three aspects: cable forces,axial stress and vertical displacements.From the experimental results it has been decided which method is better to complete prestressing construction.The conclusion can be referenced by other similar projects.
- bidirection string structure,
- cable forces,
- axial stress,
- vertical displacement

FullText(HTML)

References(3)

References

秦杰,沈世钊. 预应力索拱结构施工技术与试验研究[J].工业建筑,2006,(05):91-94.

陈荣毅,董石麟. 大跨度张弦钢桁架的预应力施工[J].空间结构,2003,(02):61-63.

李忠献. 工程结构试验理论与技术[M].天津:天津大学出版社,2004.

Relative Articles

[1]	HAI Hong, ZHAO Chunyu, ZHANG Yannian. Optimized Analysis on Foundation Selection of Anchored Inverted Rib Foundations for Wind Turbines[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 162-170. doi: 10.13204/j.gyjzG22052106
[4]	Chen Zhihua. RESEARCH PROGRESS AND PROSPECT OF CABLE-SUPPORTED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 1-9. doi: 10.13204/j.gyjz201508001
[5]	Wu Jie. OPTIMIZATION OF THE BIDIRECTIONAL BEAM STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 140-145.
[6]	Wu Xi, Yu Jisheng, Zhang Zhaoping, Fang Xingxing, Zhang Yulei, Chang Yongqiang. STUDY ON CONSTRUCTION SEQUENCE OF LARGE-SPAN BEAM STRING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 133-137. doi: 10.13204/j.gyjz201312025
[7]	Zhao Ran, Wang Xiaoping, Wei Demin, Sun Wenbo. FORM-FINDING METHOD OF CABLE-MEMBRANE STRUCTURES CONSIDERING CABLE FORCE-FINDING FROM APPROPRIATE MOMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 118-120,130. doi: 10.13204/j.gyjz201301026
[8]	Yin Jiang, Hu Qigao, Li Peng. THE INFLUENCE OF VERTICAL EFFECT OF NEAR-FAULT EARTHQUAKE ON DISPLACEMENT DEMAND OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 60-66. doi: 10.13204/j.gyjz201306014
[9]	Liu Hongbo, Chen Zhihua, Chen Binbin. STUDY ON THE TEMPERATURE RESPONSE OF BI-DIRECTIONAL BEAM STRING STRUCTURE CONSIDERING THE SOLAR RADIATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 129-133,139. doi: 10.13204/j.gyjz201309025
[10]	Peng Tian, Liu Zhenhua, Liu Xiangyu. SIMULATION OF CONSTRUCTION PROCESS OF LARGE BEAM STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 108-111,125. doi: 10.13204/j.gyjz201105024
[11]	Xu Chengqiang, Qu Xiaoning. NUMERIAL SIMULATION AND EXPERIMENTAL STUDIES ON CONSTRUCTION PROCESS OF RETICULATED SHELL-STRING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 111-114,128. doi: 10.13204/j.gyjz201110026
[12]	Yao Yangping, Qu Shan, Feng Xing, Hu Hexiang. THE DEFORMATION ANALYSIS OF STRUCTURE OF SUNKEN CAVE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 43-47. doi: 10.13204/j.gyjz201109009
[13]	Zhang Yigang. DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(3):THE CONCEPT AND DEVELOPMENT OF CABLE-SUPPORTED FORMING STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 84-89. doi: 10.13204/j.gyjz200912021
[14]	Zhang Yigang. DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(1)——CONCEPT OF CABLE-SUPPORTED STRUCTURES AND DEVELOPMENT OF PLANE CABLE-SUPPORTED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 105-113. doi: 10.13204/j.gyjz200910025
[15]	Zhang Yigang. DEVELOPMENT OF CABLE-SUPPORTED STRUCTURES IN THE LAST TEN YEARS(2):APPLICATION AND DEVELOPMENTS OF TWO-WAY CABLE-SUPPORTED STRUCTURES AND SPATIAL CABLE-SUPPORTED STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 93-99. doi: 10.13204/j.gyjz200911022
[16]	Xu Ruilong, You Deqing, Qin Jie, Jiang Zhenyan. THE CONSTRUCTION TECHNOLOGY OF THE BEAM STRING STRUCTURE FOR XIAMEN INTERNATIONAL CONFERENCE & EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 15-17. doi: 10.13204/j.gyjz200812005
[17]	Liu Yuyi, Yang Qin, Wang Xudong, Zai Jinmin. APPROXIMATE DISPLACEMENT SOLUTION FOR NON-HOMOGENEOUS SOIL MASS SUBJECTED TO A CIRCULAR VERTICAL UNIFORM LOAD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 72-75. doi: 10.13204/j.gyjz200812019
[18]	Dai Na-xin, Huang Dong-yang, Guo Jian. RENEWAL METHOD OF CABLE STIFFNESS FOR INITIAL SHAPE ANALYSIS OF STRING BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 91-93. doi: 10.13204/j.gyjz200711025
[19]	Qin Jie, Chen Xinli, Xu Ruilong, Qin Yang, Xu Yake, Li Zhenbao. DESIGN AND EXPERIMENTAL STUDY ON THE JOINTS OF NATIONAL GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 12-15. doi: 10.13204/j.gyjz200701004
[20]	Lei Jinbo, Sun Yeqing, Zou Qun, Liu Fangquan. NUMERICAL SIMULATION OF DISPLACEMENT FIELD FOR RIGID PILES WITH CAP COMPOSITE FOUNDATION UNDER THE EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 64-66,99. doi: 10.13204/j.gyjz200511019