APPLICATION STUDY OF STEEL-CONCRETE-PRESTRESSED LONG CANTILEVER COMPOSITE STRUCTURES

Zeng Bin; LüZhitao

doi:10.13204/j.gyjz201012021

Volume 40 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(12): 84-86,15

Zeng Bin, LüZhitao. APPLICATION STUDY OF STEEL-CONCRETE-PRESTRESSED LONG CANTILEVER COMPOSITE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 84-86,15. doi: 10.13204/j.gyjz201012021

Citation:

Zeng Bin, LüZhitao. APPLICATION STUDY OF STEEL-CONCRETE-PRESTRESSED LONG CANTILEVER COMPOSITE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 84-86,15. doi: 10.13204/j.gyjz201012021

Zeng Bin, LüZhitao. APPLICATION STUDY OF STEEL-CONCRETE-PRESTRESSED LONG CANTILEVER COMPOSITE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 84-86,15. doi: 10.13204/j.gyjz201012021

Citation:

Zeng Bin, LüZhitao. APPLICATION STUDY OF STEEL-CONCRETE-PRESTRESSED LONG CANTILEVER COMPOSITE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 84-86,15. doi: 10.13204/j.gyjz201012021

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APPLICATION STUDY OF STEEL-CONCRETE-PRESTRESSED LONG CANTILEVER COMPOSITE STRUCTURES

doi: 10.13204/j.gyjz201012021

Zeng Bin^1,2,
LüZhitao¹

1.
1. Key Laboratory of Concrete and Prestressed Concrete Structure,Ministry of Education,Southeast University,Nanjing 210096,China;
2.
2. MCC Central Research Institute of Building and Construction Co.Ltd,Beijing 100088,China

Received Date: 2010-03-20
Publish Date: 2010-12-20

Abstract

Abstract

Through application of the 11.5 m long cantilever beam in China Jiyuan Basket-Ball City,the construction project and design method about steel-concrete-pestress large cantilever beam was depicted;the composite tension scheme combining vertical tension on the top of steel with horizontal tension to bonded string and measure ensuring structure working together was explored.It is the optimizing structural concept of the big cantilever structure,the long-span beam or the big eccentric structure or the transformation structure for the load of frequent change,and high efficiency prestressed technique is the initiative measure to guarantee the collaborating structure,steel pressure forced displacement method can give full play to the steel tensile strength and improve the anticrack and deformation performance of the structure.
- composite structures,
- long cantilever,
- prestressed application

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References(5)

References

[2] 林宗凡.钢－混凝土组合结构[M].上海: 同济大学出版社,2003.

吕志涛,孟少平.现代预应力设计[M].北京: 中国建筑工业出版社,1998.

[3] 周明杰.钢－混凝土组合结构设计与工程应用[M].北京: 中国建材工业出版社,2005.

[4] JGJ 1382001 型钢混凝土组合结构技术规程[S].

[5] YB 905897 钢骨混凝土结构设计规程[S].

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