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《Construction Technology》 2011-11
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Construction Technology of Slurry and Anchor Joint of the New Precast Concrete Shear Wall Structure

Gu Chunming1,Guo Zhengxing2,Dong Niancai1(1.Nantong Construction General Contractor Co.,Ltd.,Haimen,Jiangsu 226124,China; 2.School of Civil Engineering,Southeast University,Nanjing,Jiangsu 210096,China)  
Taking Zhongnan Century City project for example,the construction technology and quality control of slurry and anchor joint in the new precast concrete shear wall structure are indicated.The deep design of drawings,components processing,grouting pipe embedding,formwork setting,water-jet and wetting in grouting pipe,grouting material mixing,inner hole grouting,apparent cleaning of components,apparent filling and calendering of grouting opening are introduced in detail.Furthermore,the random stripping and tensioning experiments for slurry and anchor joint were carried out,the results show that the grouting material is compacting.Meanwhile,the tensioning experiment was carried out for steel bars,the results show that the base material is broken,but it has no loosening in slurry and anchor joint.
【Fund】: 住房和城乡建设部“2009年科学技术项目计划——研究开发项目(新型建筑结构技术)”(2009-K2-20)
【CateGory Index】: TU758.12
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