建筑结构学报2025，Vol.46Issue(3)：140-152,13.DOI:10.14006/j.jzjgxb.2024.0083
基于装配式技术加固既有砌体结构抗震性能试验研究
Experimental study on seismic performance of existing masonry structures reinforced with fabricated reinforcement method
摘要
Abstract
To solve green reinforcement of masonry structures,a prefabricated reinforcement method using equivalent beam-column and prefabricated concrete panels was proposed.11 quasi-static tests were conducted to study the effects of dowel materials,single/double sided reinforcement,beam-column material and form,and concrete panels position on the seismic performance.The reinforcement suggestions were proposed.Test results show that the failure mode of reinforced walls is shear-compression failure.Compared to the unreinforced masonry wall,the bearing capacity,ductility and energy dissipation capacity of the double-sided reinforced wall with screw and angle steel are increased by 98％,200％and 1 300％,respectively.The initial stiffness and energy dissipation of the wall reinforced with steel strand are slightly higher than those of the wall reinforced with screw dowel.The reinforcement effect of single-sided reinforced walls is about 65％of that of double-sided reinforced walls,while the reinforcement effect of the walls reinforced with non-equivalent columns is about 40％of that of walls reinforced with angle steel.It is recommended to prioritize the double-sided reinforcement method with screw dowel,and the material and form of equivalent columns should be determined according to the service environment and construction conditions.关键词
砌体结构/装配式加固/拟静力试验/破坏模式/抗震性能Key words
masonry structure/fabricated reinforcement/quasi-static test/failure model/seismic performance分类
建筑与水利引用本文复制引用
宋杰,赵国栋,张营营,赵庆阳,杜新明,于鹏浩..基于装配式技术加固既有砌体结构抗震性能试验研究[J].建筑结构学报,2025,46(3):140-152,13.基金项目
济南市"高校20条"资助项目(2018GXRC009),山东省建筑科学研究院有限公司科技计划项目(2021ZD014). （2018GXRC009）
