- 摘 要
-
(山東省淮河流域水利管理局規(guī)劃設(shè)計(jì)院 濟(jì)寧 272037)
【提要】 磚砌體和鋼筋混凝土柱組合磚墻是《砌體結(jié)構(gòu)設(shè)計(jì)規(guī)范》(GB50003—2001)新增加的內(nèi)容,其軸心受壓承載力計(jì)算公式引入強(qiáng)度系數(shù),以考慮柱間距對墻體受壓承載力的影響,通過計(jì)算分析,完全可以取代較厚磚砌體墻,應(yīng)用在建筑工程磚混結(jié)構(gòu)、底框磚混結(jié)構(gòu)等下部受力較大的墻體中具有較大的優(yōu)勢。
【關(guān)鍵詞】 組合磚墻 強(qiáng)度系數(shù) 計(jì)算分析 應(yīng)用推廣
Analysis and Application of Combination Brick Wall with Brick Masonry and Reinforced
Concrete Columns/Wang Guohua(Institute of Program Design,Hydraulic Manage Office of the Huaihe River Valley,Jining 272037,China)
Abstract:The content of the combination brick wall in Code for Design of Masonry Struct
ures(GB50003—2001)is added newly.The formula of loadcarrying capacity under axial force leads intensity coefficient into,in order to consider the influence of column interval on the wall loadcarrying capacity.Through calculation analysis, the thicker brick masonry wall can be replaced.It has advantages in heavy loadcarrying wall of brick mixture structure and bottom frame brick mixture structure.
Keywords:combination brick wall;intensity coefficient;computational analysis;application and popularize
- 下載地址
-