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.
引文
[1]李新,苗雨顺.后锚固植筋技术在加固改造工程中应用[J].工程技术,2011,3(8):102-103.
[2]中华人民共和国住房和城乡建设部.混凝土结构加固设计规范:GB50367-2013[S].北京:中国建筑工业出版社,2013.
[3]霍艳华,熊进刚.预埋钢筋和植筋锚固长度对比分析[J].实用技术,2011,4(2):136-139.