摘要
阐述了依照现行混凝土无损检测规程中的条款对在役混凝土结构强度检测的不适用性。通过实际检测数据的统计分析结果 ,提出了在役混凝土结构强度检测中的测区数量合理值。
It is described that the unapplicability of detecting the strength of in\|service concrete structures according to the articles in current rules of concrete nondestructive detection.The reasonable number of the measuring areas for this sort of detection is also proposed by the statistical results from actually measured data.
出处
《工业建筑》
CSCD
北大核心
2003年第10期48-49,共2页
Industrial Construction
关键词
混凝土结构
无损检测
测区数量
结构强度
concrete\ nondestructive detection\ number of measuring areas
