既有砌体结构加固方法分析  

Analysis of Reinforcing Methods for Existing Masonry Structures

作　　者：王坚 Wang Jian(Zhejiang Ninghai Construction Engineering Quality and Safety Supervision Station,Ningbo,Zhejiang 315600)

机构地区：[1]浙江省宁海县建筑工程质量安全监督站,浙江宁波315600

出　　处：《工程技术研究》2022年第10期155-157,共3页Engineering and Technological Research

摘　　要：我国现存大量危旧砌体结构房屋,对其进行加固改造是未来相当长一段时期内的一项重要工作。新型砌体结构加固方法没有成熟的规范条文作为设计施工依据,需根据工程实际情况选择使用。为此,文章在分析传统砌体结构加固方法的基础上,结合相关文献,对近些年新型的砌体结构加固方法进行介绍,供相关从业人员参考。Reinforcement of a large number of dilapidated and old masonry buildings in China is an important work for a long period of time in the future. The new masonry structure reinforcement method has no mature normative provisions as the basis for design and construction, which should be selected and adopted according to the actual situation of the project. To this end, based on the analysis of the traditional masonry structure reinforcement methods, this paper introduces new masonry structure reinforcement methods in recent years in combination with relevant literature for the reference of relevant practitioners.

关 键 词：砌体结构 加固方法 直接加固法 间接加固法 

分 类 号：TU364[建筑科学—结构工程]