STUDY ON HOISTING PROCESS OF SUPER DEEP AND LARGE REINFORCEMENT CAGE FOR DIAPHRAGM WALL

Yang Baozhu; Shao Qiang; Ding Kesheng; Zhang Shuchao; Xu Changling

doi:10.13204/j.gyjz201307023

Volume 43 Issue 7

Dec. 2014

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Yang Baozhu, Shao Qiang, Ding Kesheng, Zhang Shuchao, Xu Changling. STUDY ON HOISTING PROCESS OF SUPER DEEP AND LARGE REINFORCEMENT CAGE FOR DIAPHRAGM WALL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 101-104. doi: 10.13204/j.gyjz201307023

Citation:

Yang Baozhu, Shao Qiang, Ding Kesheng, Zhang Shuchao, Xu Changling. STUDY ON HOISTING PROCESS OF SUPER DEEP AND LARGE REINFORCEMENT CAGE FOR DIAPHRAGM WALL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 101-104. doi: 10.13204/j.gyjz201307023

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STUDY ON HOISTING PROCESS OF SUPER DEEP AND LARGE REINFORCEMENT CAGE FOR DIAPHRAGM WALL

doi: 10.13204/j.gyjz201307023

1.
1. College of Civil Engineering,Tianjin Institute of Urban Construction,Tianjin 300384,China;
2.
2. Tianjin Key Lab of Soft Soil Characteristics and Engineering Environment,Tianjin 300384,China

Received Date: 2013-03-04
Publish Date: 2013-07-20

Abstract

Abstract

Based on Z1-section of Tianjin cultural centre transport hub, the model of super deep reinforcement cage for diaphragm wall was built by the ABAQUS finite element analysis software and site monitoring method.It was mainly studied one-time hoisting process of 1 shape 55 m reinforcement cage in different conditions.ABAQUS could predict the construction preparation and construction process, and also provide hoisting parameters for the actual hoisting procedure.The predicted results could analyze potential problems and risks of the actual hoisting process.
- ABAQUS,
- super deep diaphragm wall,
- special-shaped reinforcement cage,
- deflection,
- hoisting location

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References(10)

References

赵兴波,茅利华,龚振斌,等.上海 M8线淮海路地铁车站43.0 m超深地下连续墙钢筋笼吊装[J].建筑施工,2004,26(1):10－11.

[2] 朱大宇,陈传灿.应用新型桁架吊装地下连续墙的超长超大钢筋笼施工技术研究[J].建筑施工,2009,31(4):269－270.

[3] 邓子才.地下连续墙钢筋笼吊装设计[J].山西建筑,2008,34(20):145－146.

[4] 李柽,段浩.超深地连墙钢筋笼吊装施工方案设计[J].山西建筑,2011,37(30):86－88.

[5] 柴元四.福州地铁东街口站地下连续墙钢筋笼吊装设计[J].山西建筑,2012,38(13):78－79.

[6] 荣劲松,王国立,徐霜海.埃及塞得东港超长超重异形结构钢筋笼的制作与吊装[J].施工技术,2012,41(362):17－20.

[7] 杨堃.超深地下连续墙钢筋笼整体吊装技术[J].建筑施工1993,15(4):15－18.

[8] 林宗元.岩土工程治理手册[M].沈阳:辽宁科学技术出版社,1993.

[9] 赵梦周,周莉.宝钢三期1450 mm 板坯连铸工程地下连续墙施工[J].工业建筑,1999,29(8):75－79.

[10] 吴宏伟.沿海地下支护结构施工总结[J].工业建筑,2011,41(增刊):858－861.

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