摘要
随着我国高层建筑混凝土结构高度的不断增加,在高层建筑底部区域,柱混凝土强度等级高于梁板混凝土强度等级的情况经常存在,本文根据《高层建筑混凝土结构技术规程》(JGJ3-2002)的规定,经实例定量验算,提出一种节点区较简易处理方法,保证高层建筑框架梁柱节点区混凝土满足承载力要求。
Along with unceasing increase in the height of concrete structure of tall buildings in China, concrete strength grade of column is often higher than that of beam slab in bottom section of tall buildings. According to 'Technical Specification for Concrete Structures of Tall Building' (JGJ3-2002), this article puts forward an easy treatment process for node section after example quantitative checking calculation, which can ensure that the concrete in node section of frame beam and column of tall building should meet the demand of bearing capacity.
出处
《有色冶金设计与研究》
2004年第1期41-43,50,共4页
Nonferrous Metals Engineering & Research
