首页 | 本学科首页   官方微博 | 高级检索  
     检索      

钢丝网钢筋砂浆加固混凝土圆柱的抗轴压试验研究
引用本文:熊光晶,严洲,朱湛贤.钢丝网钢筋砂浆加固混凝土圆柱的抗轴压试验研究[J].汕头大学学报(自然科学版),2006,21(4):70-74.
作者姓名:熊光晶  严洲  朱湛贤
作者单位:汕头大学工学院土木工程系,广东,汕头,515063
摘    要:对钢丝网钢筋砂浆加固和钢筋网砂浆加固混凝土圆柱进行抗轴压对比试验研究,并探讨其工作机理.结果表明,与钢筋网砂浆加固柱相比,钢丝网钢筋砂浆加固方法可提高加固效率,特别是大幅度提高被加固构件的延性.

关 键 词:钢丝网砂浆  钢筋网  混凝土柱  延性  耐久性
文章编号:1001-4217(2006)04-0070-05
收稿时间:2006-03-30
修稿时间:2006年3月30日

Experimental Study on Wire Mesh/Steel Bar Mortar-Strengthening Circular Concrete Columns under Axial Load
XIONG Guang-jing,YAN Zhou,ZHU Zhan-xian.Experimental Study on Wire Mesh/Steel Bar Mortar-Strengthening Circular Concrete Columns under Axial Load[J].Journal of Shantou University(Natural Science Edition),2006,21(4):70-74.
Authors:XIONG Guang-jing  YAN Zhou  ZHU Zhan-xian
Institution:Department of civil engineering, Shantou, 515063
Abstract:A comparatively experimental study between wire mesh/steel bar mortarstrengthening and steel bar mat mortar-strengthening circular concrete columns under axial load was carried out. The working mechanism was investigated. The research results showed that, compared with steel bar-mesh mortar strengthening, the wire mesh/steel bar mortar strengthening can imprnve the strengthening efficiency, with a distinguished feature of leading to a much higher ductility.
Keywords:wire mesh mortar  bar-mat  concrete column  ductility  durability
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号