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碳纤维布加固低强度空斗墙试验研究
Experimental Study of Low Strength Cavity Walls Strengthened with CFRP
【摘要】 进行了2片未加固和4片碳纤维布加固的低强度空斗墙的水平低周反复荷载试验,研究了空斗墙加固前后的破坏形态、承载能力和极限变形能力等抗震性能。试验结果表明,三斗一眠空斗墙的抗震性能优于全空斗墙体;采用X交叉形式对空斗墙进行抗震加固能取得较好加固效果。建议实际工程中采用X交叉形式对空斗墙进行抗震加固,两端粘贴竖向碳纤维布加固空斗墙的效果有待进一步研究。
【Abstract】 Two unstrengthened low strength cavity wall and four cavity walls strengthened with CFRP were tested under low frequency cyclic horizontal load.The seismic behaviors of the walls were analyzed,such as the failure mode,ultimate strength and deformability and so on.The experimental results show that,the sesimic behaviors of the walls with horizontal bricks are better than the all-rowlock cavity walls,and the sesimic capacity of the cavity wall can be improved when it is strengthened with "X" style-pasted CFRP.It is suggested that "X" style CFRP can be pasted on the wall for seismic strengthening in the project.The strengthening effect of walls with vertical CFRP pasted on the both side of the cavity wall needs further research.
- 【文献出处】 施工技术 ,Construction Technology , 编辑部邮箱 ,2013年16期
- 【分类号】TU746.3
- 【被引频次】5
- 【下载频次】78