回弹——钻芯修正法检测混凝土抗压强度的思考  

Cogitate on test of compressive strength about concrete by resilience-core drilling amendment method

作　　者：王义 Wang Yi(Anhui Water Resources Research Institute in Hefei,Hefei 230088,China)

机构地区：[1]安徽省水利科学研究院合肥分院,安徽合肥230088

出　　处：《山西建筑》2018年第29期51-52,共2页Shanxi Architecture

摘　　要：回弹法检测现龄期混凝土抗压强度,有时会遇到回弹强度不够的情况,当遇到这种情况时,一般是利用钻芯法修正回弹法的检测结果。结合具体工程实例,对工程现场实际回弹钻芯修正结果进行对比分析,为今后的检测工作提供一定的参考价值。When rebound method is used to detect the compressive strength of concrete at present age,sometimes it will encounter the situation that the rebound strength is not enough,when this kind of situation is encountered,the core drilling method is usually used to correct the detection results of rebound method.Combining with engineering exanples,this paper makes a comparative analysis of the actual rebound core correction results in the project site,the results in this paper have certain guiding significance for future testing work.

关 键 词：钻芯修正 抗压强度 对比分析 

分 类 号：TU375[建筑科学—结构工程]