SP预应力空心板与混凝土剪力墙的连接构造  

Connection Structure between SP Prestressed Hollow Slabs and Concrete Shear Walls

作　　者：白翔宇[1] 

机构地区：[1]新乡学院建筑工程系,河南新乡453003

出　　处：《新乡学院学报》2010年第2期78-80,共3页Journal of Xinxiang University

摘　　要：研究了SP板与混凝土剪力墙的连接方式及构造问题,讨论了采用键槽连接的可行性问题,解决了SP板连接混凝土剪力墙的技术难题,连接构造增强了结构的可靠性,为SP板在高层施工中的应用提供了技术依据。This paper studied the structure and the connection manner between SP board and concrete shear walls, explores the feasibility of using keyway connection, thus solving the technical problems in connecting the SP plate and concrete shear walls. The connection improved the reliability of the structures and provided some technological base for the application of SP board in tall constructions.

关 键 词：SP板 剪力墙 键槽 连接 

分 类 号：TU375[建筑科学—结构工程]