砖砌体和钢筋混凝土柱组合砖墙的分析与应用  

Analysis and Application of Combination Brick Wall with Brick Masonry and Reinforced Concrete Columns

作　　者：汪国华 

机构地区：[1]山东省淮河流域水利管理局规划设计院,济宁272037

出　　处：《建筑结构》2006年第11期79-80,共2页Building Structure

摘　　要：砖砌体和钢筋混凝土柱组合砖墙是《砌体结构设计规范》(GB50003—2001)新增加的内容,其轴心受压承载力计算公式引入强度系数,以考虑柱间距对墙体受压承载力的影响,通过计算分析,完全可以取代较厚砖砌体墙,应用在建筑工程砖混结构、底框砖混结构等下部受力较大的墙体中具有较大的优势。The content of the combination brick wall in Code for Design of Masonry Structures （GB50003-2001）is added newly. The formula of load-carrying capacity under axial force leads intensity coefficient into, in order to consider the influence of column interval on the wall load-carrying capacity. Through calculation analysis, the thicker brick masonry wall can be replaced. It has advantages in heavy load-carrying wall of brick mixture structure and bottom frame brick mixture structure.

关 键 词：组合砖墙 强度系数 计算分析 应用推广 

分 类 号：TU375.3[建筑科学—结构工程]