摘要
在公路桥梁工程高强混凝土强度无损检测中,经常出现回弹值超出换算范围和换算值偏离过大的问题,故有必要对所出现问题的原因及解决办法进行探讨,从而为公路桥梁工程检测提供精确的数据。
Resilience value is often out of the conversion range and conversion value deviates too much when the high strength concrete in road bridge engineering is conducted strength detection without destroy. It is necessary to discuss the causes of the problems and the solutions, so as to provide precise data for road bridge engineering.
出处
《交通标准化》
2008年第7期145-148,共4页
Communications Standardization
关键词
公路工程
混凝土强度
无损检测
回弹法
测强曲线
road engineering
concrete strength
detection with destroy
resilience method
strengthcurve