摘要
以《混凝土结构后锚固技术规程》JGJ145—2013、《混凝土结构加固设计规范》GB50367—2013两本规范为研究对象,对锚栓的设计方法进行了对比与分析,重点阐述了两本规范在混凝土基材条件、锚栓破坏模式、承载力计算方法、抗震构造要求等几个方面的异同之处。
Based on Technical Specification for Post-installed Fastenings in Concrete Structure JGJ145—2013 and Code for Design of Strengthening Concrete Structure GB50367—2013,design method of anchor is compared and analyzed. Some aspects are compared and elaborated in detail including concrete condition,failure pattern,computing method of bearing capacity,and seismic design and detailing requirements.
出处
《施工技术》
CAS
北大核心
2016年第S1期605-606,共2页
Construction Technology
关键词
锚栓
后锚固
加固
规范
anchor bolt
post-installed fastenings
strengthening
standard
