后锚固填充墙拉结筋锚固承载力检测影响因素分析  

Analysis of influence factors on detecting anchorage bearing capacity for post-anchored filling wall tied bars

作　　者：付仁 FU Ren(Fujian academy of building research co.,ltd.Fujian provincial key laboratory of green building technology,Fuzhou 350108)

机构地区：[1]福建省建筑科学研究院有限责任公司福建省绿色建筑技术重点实验室

出　　处：《福建建筑》2020年第1期91-93,共3页Fujian Architecture & Construction

摘　　要：简单介绍了混凝土基材的后锚固填充墙拉结筋基本特性,详细阐述了规范标准对检测方面的具体规定,重点分析了锚固承载力检测结果的影响因素。In this paper,the basic characteristics of tension bars of post-anchored filling walls based on concrete substrates were briefly introduced.Detailed elaboration was made on the stipulation of the standard for testing.The influencing factors of anchorage bearing capacity test results were emphatically analyzed.

关 键 词：填充墙 拉结筋 锚固承载力 混凝土基材 影响因素 

分 类 号：TU4[建筑科学—土工工程]