新型混凝土材料加固砌体墙抗震试验研究  

Seismic testing study on masonry walls strengthened by new concrete material

作　　者：胡克旭[1] 郭斌[1] 郭建明[1] 

机构地区：[1]同济大学结构工程与防灾研究所,上海200092

出　　处：《土木工程学报》2010年第S1期452-457,共6页China Civil Engineering Journal

基　　金：上海市城乡建设和交通委员会资助项目(编号:建科2008-13);国家科技支撑计划项目(编号:2009BAJ28B02-03)联合资助

摘　　要：本文对新型自密实混凝土材料快捷加固砌体结构墙体的抗震性能进行了试验研究。通过砌体结构墙体抗震性能的试验,分别研究了不同震损程度和配筋对原墙体的抗震承载力影响,并与传统钢筋网片水泥砂浆加固效果进行对比,最后对加固墙体承载力进行了理论分析。This paper gives some test research on using self-compacting New Concrete Material to faster reinforce masonry walls.By testing the seismic performance of masonry walls,we analyze the effects of damage in various degree and different reinforcement on the bearing capacity of the original walls,then compare it with the traditional cement mortar reinforced mesh reinforcement results,subsequently give some theoretical analysis of the bearing capacity of the reinforced masonry walls.

关 键 词：砌体结构 新型混凝土材料 抗震加固 伪静力试验 

分 类 号：TU364[建筑科学—结构工程] TU317