高层建筑剪力墙钢筋位置及其保护层的控制  

The Steel Location and Protective Layer Control of the High-rise Building Shear Wall

作　　者：时丽香 

机构地区：[1]河北天昕建设集团有限公司,河北沧州061000

出　　处：《河北工程技术高等专科学校学报》2009年第1期33-35,共3页Journal of Hebei Engineering and Technical College Quarterly

摘　　要：剪力墙钢筋位移和保护层偏差大,是目前高层建筑普遍存在的质量通病,文中主要阐述了高层建筑剪力墙钢筋位移和保护层偏差的控制方法,目的在于消除通病。The steel displacement and large deviation of protective layer of shear wall are the common faults in high-rise buildings. The paper mainly expounded the control measure of shear wall steel displacement and protective layer deviation in high-rise buildings so as to clear the common faults.

关 键 词：钢筋位移 保护层 控制 

分 类 号：TU398.2[建筑科学—结构工程]