摘要
以标准养护试块的试验结果建“立无损参量-试块强度”的回归测强方程。以同条件养护试块的试验结果,采用修正系数法,提出修正后的更接近工程实际的“无损参量-实体强度”回归测强方程。依托东北大学综合科技楼工程,进行现场无损检测,利用修正的回归方程推算结构实体的强度。回归结果与工程实际符合,可为建立沈阳地区混凝土测强回归方程提供参考。
Based on standard curing blocks' experimental results, regression strength equation with nondestructive parameter-test block strength is established. According to blocks' test results under the same curing condition and adopted correction factor method, corrected regression strength equation with nondestructive parameter-entity strength that is approximated to actual project is brought forward. Related to project of NEU synthesis scientific and technical building, nondestructive check is done on the spot and structural entity strength is concluded by corrected regression equation. Regression conclusion accords with project fact and brings references to building shenyang's regional regression strength equation.
出处
《混凝土》
CAS
CSCD
北大核心
2006年第4期14-16,共3页
Concrete
基金
辽宁省博士启动基金资助项目(20041014).
关键词
回弹法
超声法
超声-回弹综合法
回归分析
修正系数
实体检测
rebound method
ultrasonic method
ultrasonic-rebound synthetic method
regression analysis
correction factor
entity detection