ACTUALIZATION AND VERIFICATION OF NO-JOINT DEISNG OF AN OVER-LONG TALL BUILDING

Li Chengzhong; Ji Weibing; Wu Jing

doi:10.13204/j.gyjz200808029

Volume 38 Issue 8

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(8): 109-113

Cheng Caixia, Zhao Junhai, Wei Xueying. SOLUTION OF ULTIMATE LOAD FOR SLOPE BY UNIFIED SLIP LINE FIELD METHOD AND FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 33-35,46. doi: 10.13204/j.gyjz200510011

Citation:

Li Chengzhong, Ji Weibing, Wu Jing. ACTUALIZATION AND VERIFICATION OF NO-JOINT DEISNG OF AN OVER-LONG TALL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 109-113. doi: 10.13204/j.gyjz200808029

Citation:

Li Chengzhong, Ji Weibing, Wu Jing. ACTUALIZATION AND VERIFICATION OF NO-JOINT DEISNG OF AN OVER-LONG TALL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 109-113. doi: 10.13204/j.gyjz200808029

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ACTUALIZATION AND VERIFICATION OF NO-JOINT DEISNG OF AN OVER-LONG TALL BUILDING

doi: 10.13204/j.gyjz200808029

1.
1. Yancheng Architecture Design &Research Institute Co.,Ltd.Yancheng 224002;
2.
2. Southeast University Nanjing 210096

Received Date: 2007-12-25
Publish Date: 2008-08-20

Abstract

Abstract

By the no-joint design of a 103 m long sickroom building,it is analyzed the tensile stress caused by concrete shrinkage and temperature decreasing,also put forward a series of techniques to control the cracks.Post-poured strip was used to enhance the prestressing effect of steel bars.It is verified the distribution regularity of temperature stress and shrinkage stress and effectiveness of the above techniques by stress detecting during and after construction.
- over-long structurel,
- no-joint design,
- shinkage stress,
- temperature stress,
- micro-expansion admixture,
- polypropylene fibre,
- post-pouring belt,
- prestress