KEY TECHNOLOGIES OF THE STEEL STRUCTURE FABRICATION AND ERECTION OF NATIONAL STADIUM

Huang Mingxin; Liu Zixiang; Dai Weizhi; Lin Guanzhi; Yu Ronghua; Liu Zhonghua

doi:10.13204/j.gyjz200705019

Volume 37 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(5): 73-76

Huang Mingxin, Liu Zixiang, Dai Weizhi, Lin Guanzhi, Yu Ronghua, Liu Zhonghua. KEY TECHNOLOGIES OF THE STEEL STRUCTURE FABRICATION AND ERECTION OF NATIONAL STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 73-76. doi: 10.13204/j.gyjz200705019

Citation:

Huang Mingxin, Liu Zixiang, Dai Weizhi, Lin Guanzhi, Yu Ronghua, Liu Zhonghua. KEY TECHNOLOGIES OF THE STEEL STRUCTURE FABRICATION AND ERECTION OF NATIONAL STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 73-76. doi: 10.13204/j.gyjz200705019

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KEY TECHNOLOGIES OF THE STEEL STRUCTURE FABRICATION AND ERECTION OF NATIONAL STADIUM

doi: 10.13204/j.gyjz200705019

1.
Changjiang &Jinggong Steel Structure(Group) Co.,Ltd Shaoxing 312030

Received Date: 2007-01-12
Publish Date: 2007-05-20

Abstract

Abstract

The features and difficulties during the whole process of the steel structures of National Stadium project are introduced.The emphases are the fabrication technologies of flexural-torsional members,huge pedestal footings and trusses,the key erection technologies of the main structure and substructures.
- National Stadium,
- steel structure,
- flexual-torsional member,
- fabrication,
- erection

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References

毛达岭.HRB500钢筋粘结锚固性能的试验研究:[硕士学位论文].郑州:郑州大学,2004

[2] Alavi-Fard M,Marzouk H.Bond of High-Strength Concrete Under Monotonic Pull-Out Loading.Magazine of Concrete Research,2004,56(9):545-557

[3] 管品武,孟会英,李丽.钢筋与混凝土间粘结锚固性能及粘结作用机理.郑州工业大学学报,2001,22(3):65-68

[4] Esfahani M Reza,Rangan B Vijaya.Local Bond Strength of Reinforcing Bars in Normal Strength and High-Strength Concrete (HSC).ACI Structural Journal,1998:96-106

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