钢筋混凝土结构植筋锚固深度应用的研究  

Application Study on Anchor Depth of Reinforced Concrete Structure

作　　者：栗剑 周世芳 王晓莹 LI Jian;ZH;WANG Xiaoying(IPPR INTERNATIOAL( Changchun) High - tech Architecture Design CO., Ltd, Changchun 130000, China)

机构地区：[1]中国中元(长春)高新建筑设计有限公司,吉林长春130000

出　　处：《四川建材》2019年第2期92-93,共2页Sichuan Building Materials

摘　　要：结合现阶段植筋锚固研究现状及相应技术规范,分析植筋技术目前所急需解决的问题,总结了植筋锚固计算理论依据及单筋拉拔试验破坏形式,提出未来植筋发展趋势及研究方向,本文主要为了高水平的植筋技术广泛推广,也为相关技术研究提供资料研究参考。Combining with the current research status of planting anchorage and corresponding technical specifications , this paper analyzes the problems that need to be solved urgently in the planting technology , summarizes the theoretical basis of the calculation of anchorage and the failure mode of single-strand pull test , and proposes the development trend of future planting tendons. Research direction , this paper is mainly for the promotion of high-level planting technology , and also provides reference for relevant research.

关 键 词：植筋 粘结力 椎体破坏 

分 类 号：TU375[建筑科学—结构工程]