摘要
在大掺量复掺矿物掺合料混合砂混凝土泵送浇筑的大型实体模型上进行超声、回弹测试,在原位钻取芯样替代实验室的立方体试块,采用最小二乘法回归拟合得到超声回弹综合法测强曲线。通过工程测试数据误差分析与验证结果表明,建立的综合法测强曲线较国家及北京曲线具有更高的检测精度,适合于该类混凝土抗压强度的现场检测。
Based on the data which obtained from the models of large scale simulation structure which pumped with the high volume composite mineral admixtures and mixed sand concrete,substituted the core sample from the solid models for cubic sample in the laboratory,the ultrasonic-rebound combined strength curve is established by least square method.Through the error analysis and the comparison between the national and Beijing area curve with the site test data of actual engineering,the superiority of the article curve is testified,and is suitable for the high volumn composite mineral admixtures and mixed sand concrete.
出处
《混凝土》
CAS
CSCD
北大核心
2011年第5期140-141,144,共3页
Concrete
关键词
超声回弹综合法
大掺量矿物掺合料
混合砂
实体混凝土强度
大型实体模型
芯样
测强曲线
ultrasonic-rebound combined method
high volume mineral admixtures
mixed sand
structural concrete strength
large scale solid models
core sample
strength curve