钢丝网钢筋砂浆加固混凝土圆柱的抗轴压试验研究  

Experimental Study on Wire Mesh/Steel Bar Mortar-Strengthening Circular Concrete Columns under Axial Load

作　　者：熊光晶[1] 严洲[1] 朱湛贤[1] 

机构地区：[1]汕头大学工学院土木工程系,广东汕头515063

出　　处：《汕头大学学报（自然科学版）》2006年第4期70-74,共5页Journal of Shantou University：Natural Science Edition

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.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.

关 键 词：钢丝网砂浆 钢筋网 混凝土柱 延性 耐久性 

分 类 号：TU528.57[建筑科学—建筑技术科学]