拉结筋在填充墙与框架柱连接中的应用分析

Application Analysis of Tie Bar in Connection between Infilled Wall and Frame Column

填充墙与框架柱之间的连接影响着建筑结构的稳定性,工程中常采用拉结筋连接。通过两种不同的拉结筋施工方法叙述,分析拉结筋在刚性连接与柔性连接中的实现方式,并对比不同连接方式下拉结筋的抗震性能,进而探讨拉结筋连接中存在的问题。

The connection between infilled wall and frame column affects the stability of building structure and tie bar connection is often used in engineering.This paper expounds two different construction methods of tie bar,analyzes the realization methods of tie bar in rigid connection and flexible connection,compares the seismic performance of pull-down tie bar in different connection methods,and then discusses the problems existing in tie bar connection.