非承重页岩空心保温砖墙体抗震性能试验研究  

Experimental Research on Seismic Behavior of Non-bearing Shale Cavity Insulating Brick Masonry Walls

作　　者：姚猛[1] 杨德健[1] 陈万山[1] 杨洪盛 

机构地区：[1]天津城市建设学院,天津300384 [2]天津国环页岩制品有限公司,天津301914

出　　处：《天津城市建设学院学报》2008年第2期110-113,134,共5页Journal of Tianjin Institute of Urban Construction

摘　　要：通过对非承重页岩空心保温砖墙体进行水平低周反复荷载试验,研究了页岩空心砖砌体墙的抗震性能,探讨了不同砌筑形式以及设置水平拉筋对墙体抗震性能的影响.研究结果表明:加丁砖的砌体墙具有较好的抗震性能,设置水平拉筋对砌体墙的抗震性能有着明显的增强.Based on the low cyclic lateral loading tests, the seismic behavior of non-bearing cavity insulating brick masonry walls was studied and the effects of different masonry styles and horizontal installed reinforcement were discussed. The test results reveal that the walls with header bricks have better seismic behavior and the installing of midst horizontal reinforcement can improve the wall＇s aseismic performance obviously.

关 键 词：空心保温砖墙体 非承重结构 水平低周反复试验 抗震性能 

分 类 号：TU398.02[建筑科学—结构工程]