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

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

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

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

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References(4)

References

[2] 嵇蔚冰.某超长高层建筑的无缝设计.建筑科学,2006(2):81-84

王铁梦.工程结构裂缝控制.北京:中国建筑工业出版社,1997:3-9

[3] 游宝坤.混凝土建筑结构裂缝控制的技术措施.建筑结构,2002(10):22-25

[4] 东南大学.盐城市第一人民医院病房楼预应力施工及温度应力测试分析报告:[研究报告].南京:东南大学.2006:11-31

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