水平配筋墙片抗震性能的试验研究  

Experimental Study on Seismic Behavior of Reinforced Masonry Walls with Horizontal Bars

作　　者：夏敬谦[1] 丁世文[1] 崔际枫 王昱 

机构地区：[1]国家地震局工程力学研究所,哈尔滨150080 [2]石家庄市建筑设计院

出　　处：《建筑结构》1999年第6期37-40,共4页Building Structure

摘　　要：通过十七片配筋墙体的伪静力试验，研究了配筋多孔砖、构造柱配筋墙及冷轧带肋钢筋墙片的破坏特征、抗震承载力和变形能力。试验结果表明，配筋多孔砖墙与配筋普通砖墙具有相近的抗震性能，水平筋采用搭接接头时不能发挥钢筋的抗剪作用以及端部锚固钢筋具有提高承载力和约束砌体作用等。Based on pseudo-static test of seventeen reinforced masonry walls, the failure characteristics, the aseismic bearing capacity and deformation capacity of reinforced porous brick wall, reinforced masonry wall with constructional column and with cold rolling reinforcement as rib are discussed. The test results show that the reinforced porous brick wall similar tO normal reinforced brick wall on aseismic design, shear resistance of the bar cannot be used very much when using lap joint in horizontal bar, anchor bar can improve bearing capacity and restrict masonry.

关 键 词：水平配筋墙 抗震性能 多孔砖 配筋砌体 

分 类 号：TU364.03[建筑科学—结构工程]