吴昊¹，赵世春¹，许浒¹，张蓬勃¹，吴刚²

（1 西南交通大学土木工程学院，成都 610031；2 东南大学混凝土及预应力混凝土结构教育部重点实验室，南京 210096）

 

［摘要］通过5片砖混教学楼纵向窗间墙试件的拟静力试验，分别对配置不同尺寸和不同配筋率构造柱的窗间墙试件的破坏形态、滞回性能、变形能力等进行了试验分析。研究结果表明，构造柱的尺寸和配筋率对窗间墙的抗震性能影响较大，增大构造柱截面尺寸但保持较低的配筋率可显著改善窗间墙的抗震性能，但构造柱配筋增大到一定程度后反而会降低窗间墙的变形能力。因此，适度增大构造柱尺寸并合理控制配筋率是砖混教学楼纵向窗间墙抗震设计的关键。

［关键词］砖混结构教学楼；窗间墙；构造柱；截面尺寸；配筋率

中图分类号：TU362        文献标识码：A        文章编号：1002-848X(2013)01-0081-04

 

Wu Hao¹, Zhao Shichun¹, Xu Hu¹, Zhang Pengbo¹, Wu Gang²

(1 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China; 2 Key Laboratory of Concrete and Prestressed Concrete Structures of China Ministry of Education, Southeast University, Nanjing 210096, China)

 

Abstract: Quasi-static tests on five specimens were conducted to investigate the seismic performance of longitudinal wall between windows of brick-concrete school building. The seismic performance of longitudinal wall between windows with different size and reinforcement ratio of structural column was investigated respectively, including damage characteristics, hysteresis behavior and deformation capacity of specimens. The results indicate that the section size and reinforcement ratio of structural column have significant effect on the seismic performance of specimens. Increasing the section size of structural column can improve the seismic performance of longitudinal wall between windows significantly. However, increasing reinforcement ratio of structural column to a certain extent will decrease deformation capacity of longitudinal wall between windows. Therefore, properly increasing the section size of structural column and reasonably controlling the reinforcement ratio are crucial important in the seismic design of longitudinal wall between windows of brick-concrete school building.

Keywords: brick-concrete school building; longitudinal wall between windows; structural column; section size; reinforcement ratio

*国家科技支撑计划项目（2009BAJ28B01），国家教育部东南大学博士生国内访学基金资助项目（BSFX2009-01）, 中央高校基本科研业务费专项资金资助(SWJTU10XS01)。

作者简介：吴昊，博士研究生，Email: yong_zhiwu@163.com

 

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