剪力墙与框架梁不同相交方式钢筋用量差异分析

摘要

结合现场施工情况，阐述了框架梁因与剪力墙不同的连接方式而导致混凝土结构构造上的差异，并对此差异从力学角度进行了剖析，从而明确了该节点部位的施工技术要点，保证结构设计薄弱点不发生转移。%Combining with in-situ construction conditions,the paper describes concrete structure difference owning to different connection meth-ods of frame beam and shearing wall,analyzes its difference from the aspect of mechanics,and identifies its construction technology point at the joint section. As a result,it prevents the displacement of weak structure design point.