TEST APPRAISAL AND REINFORCEMENT OF A FLOATED BASEMENT

Liu Wenjing; Yang Jianzhong; Wang Ni; Zhang Guohui

doi:10.13204/j.gyjz201006029

Volume 40 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 127-130

ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025

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Liu Wenjing, Yang Jianzhong, Wang Ni, Zhang Guohui. TEST APPRAISAL AND REINFORCEMENT OF A FLOATED BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 127-130. doi: 10.13204/j.gyjz201006029

Citation:

Liu Wenjing, Yang Jianzhong, Wang Ni, Zhang Guohui. TEST APPRAISAL AND REINFORCEMENT OF A FLOATED BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 127-130. doi: 10.13204/j.gyjz201006029

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TEST APPRAISAL AND REINFORCEMENT OF A FLOATED BASEMENT

doi: 10.13204/j.gyjz201006029

1.
Shenzhen Branch of China Academy of Building Research,Shenzhen 518057,China

Received Date: 2009-05-05
Publish Date: 2010-06-20

Abstract

Abstract

In Shenzhen a buildings basement rose up unevenly because of groundwater buoyancy force action，the maximum rising was up to 397 mm，which caused serious damage to structural components. In this paper，the floated reason of the basement and the failure mechanism of the structure were analyzed，and on this basis，the completed permanent anti-buoyant treatment and the structure reinforcement of the basement were carried out，which achieved good economic and social benefits.
- basement,
- damage,
- anti-buoyant,
- reinforcement

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References(7)

References

[2] 徐春国. 地下室上浮开裂事故的鉴定与加固处理[J]. 建筑结构，2002(11) : 26-28.

张奕薇，张瑞兴. 大型钢筋混凝土水池上浮开裂事故的处理方法[J]. 建筑技术，2003(4) : 279-280.

[3] 贾金青，陈进杰. 大型地下建筑抗浮工程的设计与施工技术[J]. 建筑技术，2002(5) : 352-353.

[4] CECS 22:2005 岩土锚杆( 索) 技术规程[S].

[5] GB 500092001 建筑结构荷载规范[S].

[6] 北京金土木软件技术有限公司，中国建筑标准设计研究院.SAP 2000 中文版使用指南[M]. 北京: 人民交通出版社，2006.

[7] GB 503672006 混凝土结构加固设计规范[S].

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