装配式建筑剪力墙T形节点钢筋绑扎施工技术  

Construction Technology of T-joint Rebar Binding for Shear Wall in Prefabricated Building

作　　者：王忠[1] WANG Zhong(Jiangsu Nantong No.2 Construction Engineering(Group)Co.,Ltd.,Qidong,Jiangsu 226200,China)

机构地区：[1]江苏南通二建集团有限公司,江苏启东226200

出　　处：《建筑施工》2020年第4期601-602,共2页Building Construction

摘　　要：为解决装配式建筑剪力墙T形节点钢筋绑扎施工中容易出现的“扳、弯、割、少”等钢筋绑扎质量问题,在施工过程中,对钢筋绑扎方法进行了创新。通过采用分段提升绑扎的方法,简化了施工流程,降低了现场施工绑扎难度,提高了施工效率及节点部位的施工质量,保证了装配式剪力墙节点处的安全性能,具有一定的推广价值。In order to solve the quality problems of rebar binding,such as"pulling,bend,cut,less"etc.,which are easy to appear in the binding construction of T-joint rebar for shear wall in the prefabricated building,the binding method of rebar is innovated in the construction process.By adopting the method of segmental lifting and binding,the construction process is simplified,the binding difficulty of site construction is reduced,the construction efficiency and the construction quality of the joint parts are improved,and the safety performance of the joint parts of the assembled shear wall is guaranteed,which has certain promotion value.

关 键 词：装配式建筑 剪力墙 T形节点构造 钢筋绑扎 

分 类 号：TU755.3[建筑科学—建筑技术科学]