ANALYSIS AND REINFORCEMENT OF QUALITY ACCIDENT OF AN INDUSTRIAL WORKSHOP

Chen Yuelin

doi:10.13204/j.gyjz200708025

Volume 37 Issue 8

Dec. 2014

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Chen Yuelin. ANALYSIS AND REINFORCEMENT OF QUALITY ACCIDENT OF AN INDUSTRIAL WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 96-100. doi: 10.13204/j.gyjz200708025

Citation:

Chen Yuelin. ANALYSIS AND REINFORCEMENT OF QUALITY ACCIDENT OF AN INDUSTRIAL WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 96-100. doi: 10.13204/j.gyjz200708025

Chen Yuelin. ANALYSIS AND REINFORCEMENT OF QUALITY ACCIDENT OF AN INDUSTRIAL WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 96-100. doi: 10.13204/j.gyjz200708025

Citation:

Chen Yuelin. ANALYSIS AND REINFORCEMENT OF QUALITY ACCIDENT OF AN INDUSTRIAL WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 96-100. doi: 10.13204/j.gyjz200708025

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ANALYSIS AND REINFORCEMENT OF QUALITY ACCIDENT OF AN INDUSTRIAL WORKSHOP

doi: 10.13204/j.gyjz200708025

Chen Yuelin

1.
Wenzhou Architectural Design and Research Institute Wenzhou 325000

Received Date: 2007-03-20
Publish Date: 2007-08-20

Abstract

Abstract

An industrial workshop couldn't be checked and accepted by local government due to cracks by asymmetric settlement.The following factors are the main reasons of producing the workshop asymmetric settlement: the lack of precision on geological reconnaissance,the unsuitableness of pile type and collocation,the lack of bear the weight of part pile foundation,the poor quality of construction,nonstandard test.Accordingly,following countermeasures were put forward to reinforce and restrain settlement by static bolt-pressing pile to the ground with larger settlement,to treat beam crack by epoxy resin,to reinforce beam with wide crack by carbon fibre.
- industrial workshop,
- settlement,
- crack,
- reinforcement

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References(5)

References

.DBJ 10-1-1990.建筑软弱地基基础设计规范[S].

.JGJ 94-1994.建筑桩基技术规范[S].

.JGJ 83-1991.软土地区工程地质勘察规范[S].

.JGJ 125-1999.危险房屋鉴定标准[S].

.GB 50007-2002.建筑地基基础设计规范[S].

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