框架填充墙的柔性连接工艺与性能研究

Research on Flexible Connection Process and Performance of Infill Wall in Frame Structure

填充墙作为一种起分割作用的建筑构件,其结构稳定性已经成为砌筑施工过程中的框架结构建筑抗震要求的重点考虑因素,如何保证框架结构与填充墙之间可靠连接,本文通过查阅填充墙与框架结构不同连接方式的相关研究文献,在分析结合规范要求的连接方式基础上,以SZ市一中新校区建设项目为研究对象,探讨该项目在二次结构砌筑过程中填充墙与框架结构的柔性连接工艺与性能,为大力推动柔性连接在建筑工程中的实际应用具有指导性意义。

As a kind of building component which plays a role of partition, the structural stability of infilled wall has become a key factor to consider in the seismic requirements of frame structure building in the process of masonry construction. It is very important to ensure the reliable connection between the frame structure and the infill wall. In this paper, by consulting related literature on different connection methods between the infill wall in frame structure, based on the analysis of existing connection methods, this paper takes the construction project of No.1 Middle School of SZ City as a research object, and discusses the flexible connection process and performance of the infill wall and frame structure during the secondary structure masonry of this project in order to provide guidance for vigorously promoting the application of flexible connection in architectural engineering.