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水工混凝土建筑物的混凝土质量检测
引用本文:吕小彬 王国秉. 水工混凝土建筑物的混凝土质量检测[J]. 水利水电技术, 1998, 29(12): 24-26
作者姓名:吕小彬 王国秉
作者单位:中国水利水电科学研究院!北京,100038
摘    要:提出了对水工混凝土质量进行检测的一般性方法,对无损检测和有损检测的利弊进行了分析,认为若要准确评定混凝土强度现状,钻芯取样是不可替代的方法.其它无损强度检测方法在实际运用中也必须取芯校核其推定强度,必要时要取芯标定其强度相关曲线.

关 键 词:芯样  回弹  超声波  表面波  碳化  锈蚀

Concrete Quality Inspection for the Hydraulic Structures
Lu Xiaobin, Wang Guobing, Lu Yihui. Concrete Quality Inspection for the Hydraulic Structures[J]. Water Resources and Hydropower Engineering, 1998, 29(12): 24-26
Authors:Lu Xiaobin   Wang Guobing   Lu Yihui
Abstract:This article presents several ordinary quality inspection methods for the hydraulic structures,and also analyzes the advantages and disadvantages of the non-damage inspection and the core-drillinginspection method. It is put forward that the core testing is the only way to definitely determine thecompressive strength of concrete. As for the non-damage inspection methods, the inferred compressivestrength of concrete must be rectified by the core strength, and in some specific cases, it is essential that theco-related equations between the concrete compressive strength and one of the concrete physical propertiesbeing tested should be caliberated by core strengh.
Keywords:core   rebound method   ultrasonic wave   surface wave   carbonation   reinforcement erosion  
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