悬臂梁上填充墙斜裂缝成因分析及加固处理  

Cause Analysis and Reinforcement of Cracks in Fill Wall on Cantilevet

作　　者：谭远雄 张建华[2] 周伟斌[2] 

机构地区：[1]云浮市建设工程质量监督站,广东云浮527300 [2]广东省建筑科学研究院,广州510500

出　　处：《广东土木与建筑》2010年第3期63-64,58,共3页Guangdong Architecture Civil Engineering

摘　　要：某钢筋混凝土框架结构房屋部分填充墙出现斜向裂缝,安全鉴定报告认为是因地基不均匀沉降而造成,现场查看却发现它们均为悬臂梁上的填充墙,不可能由此导致开裂,本文分析了裂缝原因和相应的加固方案,对类似问题的处理有一定参考价值。Diagonal cracks were found on fill wall of a reinforced concrete frame building. Housing identification indicate that the cracks caused by differential settlement. After crime scene investigation,walls with cracks were found on cantilevers which mean the cracks were not cased by differential settlement. This article analyzes the reasons of causing the cracks and proposes reinforcement methods,which provides a reference for similar projects

关 键 词：悬臂梁 填充墙 斜裂缝 加固 

分 类 号：TU522.32[建筑科学—建筑技术科学]