APPLICATION AND ANALYSIS OF INDUCING JOINT IN CHANGZHOU UNDERGROUND PROJECT

Zhou Luping; Hang Yongshan

doi:10.13204/j.gyjz201111022

Volume 41 Issue 11

Dec. 2014

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Zhou Luping, Hang Yongshan. APPLICATION AND ANALYSIS OF INDUCING JOINT IN CHANGZHOU UNDERGROUND PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 100-103. doi: 10.13204/j.gyjz201111022

Citation:

Zhou Luping, Hang Yongshan. APPLICATION AND ANALYSIS OF INDUCING JOINT IN CHANGZHOU UNDERGROUND PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 100-103. doi: 10.13204/j.gyjz201111022

Zhou Luping, Hang Yongshan. APPLICATION AND ANALYSIS OF INDUCING JOINT IN CHANGZHOU UNDERGROUND PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 100-103. doi: 10.13204/j.gyjz201111022

Citation:

Zhou Luping, Hang Yongshan. APPLICATION AND ANALYSIS OF INDUCING JOINT IN CHANGZHOU UNDERGROUND PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 100-103. doi: 10.13204/j.gyjz201111022

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APPLICATION AND ANALYSIS OF INDUCING JOINT IN CHANGZHOU UNDERGROUND PROJECT

doi: 10.13204/j.gyjz201111022

Zhou Luping¹,
Hang Yongshan²

1.
1. Changzhou Expressway Construction Headquarters,Changzhou 213002,China;
2.
2. Nanjing Habour Management Bueau,Nanjing 210036,China

Received Date: 2011-03-24
Publish Date: 2011-11-20

Abstract

Abstract

The construction process and design of inducing joint for an underground project of Changzhou are analyzed.The design details and construction program are introduced.After construction,the fissures of two wallboards are described.The results show that fissures may occur intensively in the position of inducing joint when the construction process is carried out.The measures can not only reduce the amount,but also decrease the width of fissures.There is no water seepage on the wall,and the performance of the leaks in the inducing joint are good after properly treated.Meanwhile,the measures that weaken the strength in the inducing joint,can not influence the whole construction strength because of the exterior protected construction.The application of the inducing joint may reduce the project cost of anticrack and the seepage-proofing repairs expense.
- inducing joint,
- underground project,
- fissure,
- waterproof

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References(10)

References

蒋元,韩素芳.混凝土工程病害与修补加固[M].北京:海洋出版社,1996.

[2] 王金朝.超长地下室外墙的裂缝控制措施[J].建筑科技与管理,2010(6):65-66.

[3] 陈小俊.某工程地下室预留止水带废止状况下的渗漏水防治措施[J].建筑技术,2009,40(7):619-620.

[4] 黄子春,张武廷.建筑地下室混凝土连续外墙裂缝成因与防治研究[J].混凝土,2010(6):129-130.

[5] 万忠伦,杨虹.超长地下室外墙裂缝控制措施[J].铁道建筑,2008(3):97-98.

[6] 白宇飞,何威.地下防水混凝土施工工艺[J].工业建筑, 2007,37(增刊):1051-1053.

[7] 刘广军.浅谈大体积混凝土裂缝的原因及控制措施[J].工业建筑,2005,35(增刊):714-716.

[8] 欧阳东,易宁,萧澎伟,等.大面积多层地下空间侧墙早期应力分析及抗裂抗渗技术[J].沈阳建筑大学学报:自然科学版, 2010(4):618-623.

[9] 金治锋,冯建东,李士鹏,等.石家庄文化广场无缝施工技术[J].膨胀剂与膨胀混凝土,2010(2):24-26.

[10] 朱缨.纤维增强混凝土结构防裂和抗渗的研究[J].混凝土, 2003(11):31-32.?

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