DESIGN AND CONSTRUCTION TECHNOLOGY OF TWO-WAY STEEL-CONCRETE COMPOSITE FLOOR SYSTEM

Bu Fanmin; Zou Hong; Shen Shungao; Nie Jianguo; Wen Lingyan

doi:10.13204/j.gyjz201109022

Volume 41 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(9): 100-104

Wang Dongyan, Li Zhenbao, Hang Ying. EXPERIMENTAL RESEARCH ON UNBONDED POST-TENSIONED PRECAST CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 31-34,58. doi: 10.13204/j.gyjz200802011

Citation:

Bu Fanmin, Zou Hong, Shen Shungao, Nie Jianguo, Wen Lingyan. DESIGN AND CONSTRUCTION TECHNOLOGY OF TWO-WAY STEEL-CONCRETE COMPOSITE FLOOR SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 100-104. doi: 10.13204/j.gyjz201109022

Wang Dongyan, Li Zhenbao, Hang Ying. EXPERIMENTAL RESEARCH ON UNBONDED POST-TENSIONED PRECAST CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 31-34,58. doi: 10.13204/j.gyjz200802011

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DESIGN AND CONSTRUCTION TECHNOLOGY OF TWO-WAY STEEL-CONCRETE COMPOSITE FLOOR SYSTEM

doi: 10.13204/j.gyjz201109022

1.
1. Key Laboratory of Civil Engineering Safety and Durability of China Enduction Ministry,Tsinghua University,Beijing 100084,China;
2.
2. China Aviation Planning and Construction Development Co.Ltd,Beijing 100120,China;
3.
3. China Electronics Engineering Design Institute,Beijing 100840,China

Received Date: 2010-10-21
Publish Date: 2011-09-20

Abstract

Abstract

Two-way steel-concrete composite floors system have been applied to large-span structure system gradually. Compared with reinforced concrete floors system, it has advantages of good integrality, ductility, reducing structure height, lowering self-weight and shortening erection time. According to the design and construction difficulties, it was presented that application scope, size selection, calculation method, joint design, crack control, and construction method of this composite floor system. Combined with practical work, design and construction technology of two-way steel concrete composite system were expounded in detail. The economic and technical indexes of that floor system were compared with others.
- two-way steel-concrete composite floor,
- design method,
- construction technology,
- economic and technical indexes

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References(11)

References

[2] 聂建国,刘明,叶列平.钢-混凝土组合结构[M].北京: 中国建筑工业出版社,2005.

聂建国,余志武.钢-混凝土组合梁在我国的研究及应用[J].土木工程学报,1999,32(2):3-8.

[3] Baskar K,Shanmugam N E.Finite-Element Analysis of Steel-Concrete Composite Plate Girder [J].Journal of Structural Engineering,2002,128(9):1158-1168.

[4] 温凌燕.双向钢-混凝土组合梁板体系的试验研究与理论分析[D].北京: 清华大学,2007.

[5] 田春雨,聂建国,王国辉.某档案馆结构设计[J].工业建筑,2002,32(6):66-67.

[6] 田淑明.框架-混凝土核心筒混合结构的刚度与抗震性能研究[D].北京: 清华大学,2008.

[7] 杨晓光.钢筋混凝土井式楼盖结构的设计[J].河北煤炭,2002(1):56-57.

[8] 陈宇.步行荷载激励下大跨度人行桥的振动研究和减震研究[D].北京: 清华大学,2007.

[9] 罗福午,方鄂华,叶知满.混凝土结构及砌体结构[M].2 版.北京: 中国建筑工业出版社,2003.

[10] GB 500172003 钢结构设计规范[S].

[11] GB 500102002 混凝土结构设计规范[S].

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