条形基础新加固方法研究  

New Reinforcement Method for Strip Foundations

作　　者：柴维斯[1] 曹兆丰[1] 

机构地区：[1]广东工业大学建设学院,广东广州510006

出　　处：《广东工业大学学报》2009年第1期78-82,共5页Journal of Guangdong University of Technology

摘　　要：提出了利用锚杆加固条形基础从而提高其抗弯能力的新加固方法.对单向的条形基础锚杆加固采用解析法、叠加法、力法结合的新方法进行了分析,并且对十字交叉条形基础采用文中新提出的考虑锚杆影响的集中力分配法进行了计算与分析.A new method for strip foundations reinforced by anchor bars to improve their bending strength is put forward. The method for single strip foundations reinforced by anchor bars is analyzed by combining the analytic method with the iteration and force method. Moreover, the method for cross strip foundations is analyzed by using the concentrated force distribution method.

关 键 词：条形基础 弹性地基梁 基础加固 

分 类 号：TU222[建筑科学—建筑设计及理论]