浅谈防止现浇剪力墙墙体钢筋位移的措施  

Measures of preventing wall reinforcement displacement of cast-in-place shear wall

作　　者：原祥 范弘[2] 

机构地区：[1]太原铁路分局 [2]太原铁路分局太原设计所

出　　处：《山西建筑》2002年第12期52-53,共2页Shanxi Architecture

摘　　要：为解决现浇钢筋混凝土剪力结构施工中剪力墙墙体钢筋位移的难题 ,分析了钢筋位移的原因 ,并提出要采用水平筋架、梯形支撑架和“一字形”卡筋的制安等措施来预防钢筋的位移。In order to solve the problem as reinforcement displacement in cast-in-place shear wall construction the causes of reinforcement displacement are analyzed. Author also proposed some prevention measures such as horizon reinforcing frame, dovetail reinforcing frame and clamping bars to avoid reinforcement displacement.

关 键 词：防止 墙体 钢筋 位移 现浇剪力墙 绑扎 

分 类 号：TU755.32[建筑科学—建筑技术科学]