摘要
针对某工程中的断柱进行了加固方案选择和加固设计,根据工程的实际情况,选择了外粘型钢加固方法进行加固,对加固后的承载能力进行了验算,并给出了合理可行的加固步骤,实际应用表明该加固方法合理可行,对原结构的影响较小,施工安全。
The reinforcement seheme selection and reinforcement design of broken columns in an actual engineering project were discussed. Reasonable strengthening method with externally bonded steel frame was used. The bearing capacities of the reinforced broken columns were checked, and the feasible strengthening steps were presented. The actual application shows that the strengthening method used in this paper is feasible, safe, and has little influence on the existing structure.
出处
《山西建筑》
2011年第26期50-51,共2页
Shanxi Architecture
关键词
断柱
加固
外粘型钢加固
设计
broken column, strengthening, structure member strengthening with externally bonded steel frame, design
