CONSTRUCTING AND MONITORING OF RECTIFICATION AND REINFORCEMENT OF A MULTIFUNCTIONAL BUILDING OF AN ELEMENTARY SCHOOL

Yin He-ping; Xie Zhong-you

doi:10.13204/j.gyjz201210031

Volume 42 Issue 10

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(10): 147-152,161

Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001

Citation:

Yin He-ping, Xie Zhong-you. CONSTRUCTING AND MONITORING OF RECTIFICATION AND REINFORCEMENT OF A MULTIFUNCTIONAL BUILDING OF AN ELEMENTARY SCHOOL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 147-152,161. doi: 10.13204/j.gyjz201210031

Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001

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CONSTRUCTING AND MONITORING OF RECTIFICATION AND REINFORCEMENT OF A MULTIFUNCTIONAL BUILDING OF AN ELEMENTARY SCHOOL

doi: 10.13204/j.gyjz201210031

Yin He-ping¹,
Xie Zhong-you²

1.
1. Institute of Geotechnical Engineering,Tongling University,Tongling 244000,China;
2.
2. University of Science and Technology of China,Hefei 230027,China

Received Date: 2012-02-03
Publish Date: 2012-10-20

Abstract

Abstract

Rectification and reinforcement of buildings are an unordinary task with demanding technique and high risk,and no independent theoretical systems have been constituted.To explore the mechanism and construction methods of rectification and reinforcement of buildings,it was outlined the design and construction of a multifunctional building of an elementary school as well as its inclination and damage.Engineering geological condition underneath the building was investigated,and the cause resulting in inclination was analyzed.The process of rectification through excavation as well as constructing and monitoring of reinforcement of silt clay under the foundation through grouting was demonstrated.Disposal of accident during the course of rectification and reinforcement was put forward.By rectification through excavation an reinforcement through grouting,the inclination rate of the building was corrected from 17 to 4,and sediment didn't propagate any longer．
- excavation,
- rectification,
- grouting,
- reinforcement

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References(5)

References

刘祖德.纠偏防倾工程十五年(三) [J].土工基础，2007，21(2): 82-86.

[2] 张永钧，叶书麟.既有建筑地基基础加固工程实例应用手册[M].北京: 中国建筑工业出版社，2008.

[3] 李今保.某小高层纠倾加固技术[J].工业建筑，2010，40 (3 ):128-134.

[4] Yin H P，Liand C L，Xie Z Y.Analysis on Deviation Rectificationand Reinforcement of Buildings [J].Advanced MaterialsResearch，2011，255-260: 59-64.

[5] 马健.超大深基坑支护方案设计及施工监测[J].工业建筑，2010，40(9): 97-99．

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