DESIGN AND MODAL ANALYSIS OF JACKING FORM SYSTEM FOR SUPER HIGH-RISE BUILDING

Bai Xue; Ma Haibin; Yao Chuanqin; Bai Rong

doi:10.13204/j.gyjz201305003

Volume 43 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(5): 14-17,51

Wang Yuanqing, . THE ENGINEERING APPLICATION AND DESIGN ANALYSIS OF LOAD BEARING GLASS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 6-10. doi: 10.13204/j.gyjz200502002

Citation:

Bai Xue, Ma Haibin, Yao Chuanqin, Bai Rong. DESIGN AND MODAL ANALYSIS OF JACKING FORM SYSTEM FOR SUPER HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 14-17,51. doi: 10.13204/j.gyjz201305003

Wang Yuanqing, . THE ENGINEERING APPLICATION AND DESIGN ANALYSIS OF LOAD BEARING GLASS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 6-10. doi: 10.13204/j.gyjz200502002

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DESIGN AND MODAL ANALYSIS OF JACKING FORM SYSTEM FOR SUPER HIGH-RISE BUILDING

doi: 10.13204/j.gyjz201305003

1.
1. College of Civil Engineering and Architecture,Anhui University of Science and Technology,Huainan 232001,China;
2.
2. China Construction Fourth Engineering Bureau Limited Company,Guangzhou 510665,China

Received Date: 2012-12-20
Publish Date: 2013-05-20

Abstract

Abstract

In the construction of super-high buildings, jacking form is a new technology.As the long time of final setting of high strength concrete, it is disadvantageous to do construction with periodic template model for a project.Taking actual projects for example, the system of jacking form was designed and numerical simulation and model analysis were done by SAP 2000, hence the optimization of the whole jacking forms was done and the best design proposal was got.
- jacking form,
- design of system,
- modal analysis

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References(6)

References

[2] 金静.广州东塔顶升模板支撑体系的施工方案设计及内力分析[J].建筑技术,2012,43(3):210-213.

武杰.模板工程安全技术[M].北京:中国劳动社会保障出版社,2006.

[3] 杨玮.广州珠江新城西塔顶升模板控制系统设计[J].施工技术,2009(12):11-12.

[4] 张福庆.滑动模板的设计与验算[J].黑龙江交通科技,2011(8):177.

[5] 季万年.广州珠江新城西塔新型模板体系设计与应用[J].施工技术,2009(12):13-15.

[6] 江正荣,朱国梁.简明施工计算手册[M].3版.北京:中国建筑工业出版社,2005.

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