摘要
以某缺陷框架柱的鉴定报告和现场勘测资料为依据,分析出该柱的受力特性和破坏机理,比选出粘钢法为合适的加固方法。根据该工程特点,合理取舍条件,并基于基本假定,推导出粘钢加固计算方法。实践表明,该计算方法简单易懂、科学合理、可靠度高。
Based on identification-material and survey-data, this paper analyzed the stress feature and destruction mechanism of defected frame column, and decided the way of bonding steel plates is a proper reinforcement way for this situation. Then, derived the formula of reinforce designing of bonding steel plates. Practice testified that this formula was simply, reasonable, reliable, and valuable.
出处
《建材世界》
2009年第1期75-76,90,共3页
The World of Building Materials
关键词
粘钢法
加固
框架柱
工程应用
可靠性
bonding steel plates
reinforcement
frame column
engineering application
reliability
