摘要
基于已有文献及新颁规范和规程条文,从梁柱节点区受力分析与抗震概念设计角度,分析了不同强度等级混凝土分界施工浇筑法的可行性原因,并结合具体工程实例对框架结构节点不同强度等级混凝土分界施工浇筑方法施工进行了探讨,以期指导实践。
Based on original and newly issued regulations and norms,from aspect of beam-column joint stress analysis and seismic resistance design,this paper analyzes the feasibility of separate grouting methods of concrete with different strength,and explores separate grouting methods of concrete with different strength of frame joints by combining with specific engineering,with a view to guide practice.
出处
《山西建筑》
2012年第3期97-99,共3页
Shanxi Architecture
