地基不均匀沉降的加固处理  

Reinforcement Treatment on the Uneven Subsidence of Foundation

作　　者：张修身[1] 张健[1] 

机构地区：[1]陕西铁路工程职业技术学院,陕西渭南714000

出　　处：《重庆建筑大学学报》2007年第2期141-143,共3页Journal of Chongqing Jianzhu University

摘　　要：地基不均匀沉降是经常遇到的问题,处理的方法也多种多样。就框架结构的地基不均匀沉降进行原因分析,针对场地条件的限制及加固施工处理原则,研究了可行性加固措施,并根据加固技术分析和施工工艺进行对比,选出可用于实际施工的加固方案。结构加固后的沉降观测结果表明该加固方案的加固处理、加固效果良好。There are several methods to cope with the common problem of the uneven subsidence of foundation. The reason for uneven settlement of foundation of the frame structure was analyzed in this paper. Considering the limitation of the construction site and the principle of consolidation, a feasible reinforcement measure was taken. Meanwhile, a practical construction pattern was chosen upon the comparison of the reinforcement technology analysis and the construction method. The observation of the settlement result after consolidation of the structure shows that the result of this reinforcement treatment pattern is effective.

关 键 词：地基 不均匀沉降 加固处理 加固效果 

分 类 号：TU472[建筑科学—结构工程]