DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE

Wu Fahong; Chen Guiping; Ji Weibing

doi:10.13204/j.gyjz201312027

Volume 43 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(12): 144-148

Wu Fahong, Chen Guiping, Ji Weibing. DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 144-148. doi: 10.13204/j.gyjz201312027

Citation:

Wu Fahong, Chen Guiping, Ji Weibing. DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 144-148. doi: 10.13204/j.gyjz201312027

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DESIGN OF TEMPERATURE AND SHRINK STRESS AND CONTROL MEASURE OF SUPER-LONG CONCRETE FRAME STRUCTURE

doi: 10.13204/j.gyjz201312027

1.
1. Yancheng Institute of Technology,Yancheng 224051,China;
2.
2. Yancheng Architecture Design &Ｒesearch Institute Co. Ltd,Yancheng 224002,China

Received Date: 2013-05-21
Publish Date: 2013-12-20

Abstract

Abstract

The key of super-long concrete frame structure is to control temperature and concrete shrinkage stresses, according to the analysis of PMSAP and ANSYS，their results and variation tendencies are generally consistent. Owing to construction and equipment requirements，the expansion and contraction joints of super-long concrete frame structures can not be installed，then temperature difference between inside and outside and concrete shrinkage should be decreased. Therefore heat insulation layers and flexible joints should be used to reduce influences of temperature stress; applying normal rebar and prestressing reinforcing bar can control crack effectively.
- temperature,
- concrete shrinkage,
- stresses,
- control measures

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References(3)

References

王铁梦.工程结构裂缝控制［M].北京:中国建筑工业出版社,1997.

[2] 游宝坤.混凝土建筑结构裂缝控制的技术措施［J].建筑结构,2002(10):21-25.

[3] 李晨钟, 嵇蔚冰, 吴京.超长高层建筑的无缝设计实施及验证[J].工业建筑, 2008, 38(8):109-112.

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