ANALYSIS AND TREATMENT OF AN UNEVEN SETTLEMENT ACCIDENT OF A RESIDENTIAL BUILDING

Chen Dachuan; Tang Lifei; Guo Jiebiao

doi:10.13204/j.gyjz201104029

Volume 41 Issue 4

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(4): 136-139

Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

Citation:

Chen Dachuan, Tang Lifei, Guo Jiebiao. ANALYSIS AND TREATMENT OF AN UNEVEN SETTLEMENT ACCIDENT OF A RESIDENTIAL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 136-139. doi: 10.13204/j.gyjz201104029

Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006

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ANALYSIS AND TREATMENT OF AN UNEVEN SETTLEMENT ACCIDENT OF A RESIDENTIAL BUILDING

doi: 10.13204/j.gyjz201104029

1.
1. College of Civil Engineering,Hunan University,Changsha 410082,China;
2.
2. Changsha Supervision Station of Architectural Engineering Safety,Changsha 410016,China;
3.
3. Daxing Reinforcement &Reconstruction Engineering Co.Ltd,Changsha 410082,China

Received Date: 2010-04-08
Publish Date: 2011-04-20

Abstract

Abstract

Uneven settlement of foundation is one of the main reasons leading to inclination of a structure and crack of components. The uneven settlement and over-settlement of a residential building with seven-storey masonry structure in Changsha are introduced and their reason are analyzed. The application of grouting through perforated pipe was set forth，and the related treatment for masonry and concrete members was proposed.
- uneven settlement,
- masonry structure,
- grouting,
- ground treatment

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References(7)

References

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JGJ82007建筑变形测量规程[S].

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[4] CECS242:2008水泥复合砂浆钢筋网加固混凝土技术规程[S].

[5] 尚守平,曾令宏,彭晖,等.复合砂浆钢丝网加固RC受弯构件的试验研究[J].建筑结构学报,2003,24(6):87－91.

[6] 陈大川,胡海波.某近代建筑检测与加固修复设计[J].工业建筑,2007,37(7):100－103.

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