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钢筋混凝土结构双筋植筋的锚固性能试验研究
引用本文:淳庆,邱洪兴,黄志诚,潘建伍,方志保. 钢筋混凝土结构双筋植筋的锚固性能试验研究[J]. 工业建筑, 2006, 36(2): 98-100,74
作者姓名:淳庆  邱洪兴  黄志诚  潘建伍  方志保
作者单位:东南大学,土木工程学院,南京,210096;江苏东南特种技术有限公司,南京,210008
摘    要:对加固改造工程中钢筋混凝土结构的双筋植筋进行了系统的试验研究,包括不同直径钢筋、不同深度、不同间距对结构锚固性能的影响,得出了一些重要的结论:当植筋深度为15d,且植筋孔净距大于80mm时,可以不考虑单筋锚固强度的折减;当植筋孔净距小于80mm时,需要适当考虑单筋锚固强度约11%~17%的折减。可供加固改造中多筋植筋设计时参考使用。

关 键 词:钢筋混凝土结构  加固改造  植筋  锚固性能
收稿时间:2005-09-20
修稿时间:2005-09-20

EXPERIMENTAL STUDY ON ANCHORAGE PERFORMANCE OF DOUBLE ADHESIVE ANCHORS FOR RC STRUCTURES
Chun Qing,Qiu Hongxing,Huang Zhicheng,Pan Jianwu,Fang Zhibao. EXPERIMENTAL STUDY ON ANCHORAGE PERFORMANCE OF DOUBLE ADHESIVE ANCHORS FOR RC STRUCTURES[J]. Industrial Construction, 2006, 36(2): 98-100,74
Authors:Chun Qing  Qiu Hongxing  Huang Zhicheng  Pan Jianwu  Fang Zhibao
Affiliation:1.College of Civil Engineering, Southeast University Nanjing 210096;2.Jiangsu Southeast Special Technical Engineering Corporation Ltd Nanjing 210008
Abstract:The anchorage performance of double adhesive anchors for RC structures in reinforcement and reconstruction engineering is studied systematically by experiments.The effects of various diameter anchors and various depths and various spacing on the anchorage performance are taken into account.Some important conclusions are obtained.The results show that when the anchorage depth is 15d and the net anchorage spacing is greater than 80mm,the anchorage performance is similar to that of the single anchor.When the net anchorage space is less than 80mm,the 11%~17% discount of single anchor′s anchorage performance should be taken into account.The conclusions can provide some references to the design of anchor groups.
Keywords:RC structures   reinforcement and reconstruction   post-embedded bars   anchorage performance
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