工业废渣混凝土多孔砖砌体抗震性能试验研究  

Experimental Study on the Seismic Behavior of Concrete Perforated Brick with Industrial Wasted Materials Masonry Walls

作　　者：赵成文[1] 代俊杰[2] 高连玉 李阳[1] 周康[1] 

机构地区：[1]沈阳建筑大学土木工程学院,辽宁沈阳110168 [2]吉林省建筑设计院有限责任公司,吉林长春110051 [3]中国建筑东北设计研究院,辽宁沈阳110003

出　　处：《沈阳建筑大学学报（自然科学版）》2008年第4期553-556,共4页Journal of Shenyang Jianzhu University：Natural Science

基　　金：建设部科技项目(2006-12-05)

摘　　要：目的研究工业废渣混凝土多孔砖墙片抗震性能和破坏形式.方法通过3片工业废渣混凝土多孔砖墙片在低周往复水平荷载作用下试验,分析了墙片的破坏特征,得到墙片的滞回曲线、骨架曲线、延性系数.结果与其他多孔砖墙片实验研究进行比较表明破坏形态相似,变形能力较好,抗震承载力较高.结论工业废渣混凝土多孔砖墙片延性比为2.93~3.00,抗震性能较好,抗震抗剪承载力验算可按《砌体结构设计规范》（GB5003-2001）规定执行.The paper focuses on the seismic behavior as well as failure pattern of concrete perforated bricks with industrial wasted materials masonry walls. Three pieces of concrete perforated bricks industrial wasted materials masonry walls were tested with low cyclic repeated horizontal loading. Failure characteristics were investigated;hysteretic curve, selection curve, and ductility coefficient of walls were obtained. The results show that the failure pattern of concrete perforated bricks with industrial wasted materials masonry walls is similar to those of other experimental study on perforated brick masonry wall, but its deformability is better and its shear bearing capacity is higher. The ductility of concrete perforated bricks with industrial wasted materials masonry walls is 2.93 - 3.00, with better seismic behavior. The shear bearing capacity satisfies the formulation in code for design of masonry structures.

关 键 词：工业废渣混凝土多孔砖 低周往复荷载 抗震性能 抗剪承载力 

分 类 号：TU522.36[建筑科学—建筑技术科学]