摘要
介绍了回弹法检测结构实体混凝土抗压强度的基本原理,在驮英水库及灌区工程不同强度等级实体混凝土进行钻芯法和回弹法检测试验,结果表明:50 mm和75 mm芯样在实际应用中具有较高的准确度,钻芯法和回弹法测量准确性均与龄期密切相关,且龄期为60 d左右时,测量结果最接近实际强度。
An introduction was made on the basic principle of testing the compressive strength of structural solid concrete by rebound method. For Tuoying Reservoir Irrigation Zone Project, the solid concrete of various strength grades was tested by drilled core method and rebound method respectively. The testing results demonstrate that core samples of 50mm and 75mm have relatively high accuracy in practical application. The testing accuracy of drilled core method and rebound method is closely related to age. When the age is 60d approximately, the testing result is mostly close to the actual strength.
作者
苏晶
罗泽权
SU Jing;LUO Ze-quan(Wuhan Hanyuan Jiji Electric Power Co.,Ltd.,Wuhan 430035,China;Changjiang River Scientific Research Institute of Changjiang Water Resources Commission,Wuhan 430010,China)
出处
《广西水利水电》
2022年第6期11-14,共4页
Guangxi Water Resources & Hydropower Engineering
关键词
回弹法
结构实体
抗压强度
钻芯法
驮英水库
Rebound method
structural solid
compressive strength
drilled core method
Tuoying Reservoir