结构工程师2011，Vol.27Issue(2)：132-137,6.
夹挤式双榀框架托换承重砖墙设计
Design Method of Underpinning Load-Bearing Brick Walls by Double-Beam Frame
钱晓军 1李杰 1王伟2
作者信息
- 1. 同济大学土木学院建筑工程系,上海,200092
- 2. 浙江建设职业技术学院,杭州,310012
- 折叠
摘要
Abstract
Based on an office building' s strengthening project, this paper conducts the construction finite element analysis using SAP2000 to its double-beam reinforced concrete frame underpinning construction process. The results are compared with data of the RC-beam' s deflection and strain from monitoring test under construction. Analysis presents unloading phenomenon of axial force reduction in some remaining small walllimbs after the removal of the load-bearing walls at bottom. The existing small wall-limbs and walls lacking of shear-bearing abilities are strengthened by GFRP (Glass Fiber Reinforced Polymer). The conclusion of this paper shows that this method is safe, feasible and practical in strengthening of structures.关键词
砖混结构/加固/托换/玻璃纤维/底层框架Key words
masonry structure/ strengthening/ underpinning/ glass fiber/ frame at bottom引用本文复制引用
钱晓军,李杰,王伟..夹挤式双榀框架托换承重砖墙设计[J].结构工程师,2011,27(2):132-137,6.
