使用成熟度传感器对Nurse-Sol方法进行混凝土强度控制的评估

IF 0.3 Q4 PHYSICS, MULTIDISCIPLINARY
Y. Utepov, A. Aniskin, A. Tulebekova, S. Akhazhanov, Sh. Zharassov
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引用次数: 0

摘要

本文介绍了采用直接控制法和间接控制法对B25牌号M350混凝土强度进行试验研究的结果。为了进行测试,制作了17个圆柱形,15个小立方体和2个大立方体样品。分别在养护1、3、7、14、28 d时,对15个3片圆柱形试件进行水压机压缩试验,其余2个试件在养护28 d时测量养护温度,采用Nurse-Saul法获得强度-成熟度关系。对较大试件的养护温度进行了类似的测量,由此估算了第1、3、7、14和28天的混凝土成熟度和强度值。同一天,对小试件进行了压缩试验,对大试件进行了冲击脉冲法压缩试验。结果得到了强度增益曲线,并绘制了校准依赖关系。与冲击脉冲法相比,校准依赖关系显示直接控制方法(即压缩小标本)和nurs - saul成熟方法的结果足够接近。相关性的决定系数分别为0.9357和0.8965。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of the Nurse-Saul method using maturity sensors for concrete strength control
The article presents the results of experimental studies on the strength of concrete grade B25 brand M350 by direct and indirect methods of control. To conduct tests, 17 cylindrical, 15 small, and 2 large cubic specimens were manufactured. 15 cylindrical specimens by 3 pieces were tested for compression in a hydraulic press on 1, 3, 7, 14, and 28 days of curing, and in the remaining two for 28 days the curing temperature was measured in order to obtain the strength-maturity relationship by the method of Nurse-Saul. The curing temperatures of the larger specimens were measured similarly, from which the concrete maturity and strength values on days 1, 3, 7, 14, and 28 were estimated. On the same days, compression tests were carried out on small specimens and by the shock pulse method on large specimens. As a result, the strength gain curves were obtained and calibration dependencies were plotted. The calibration dependencies showed a sufficiently close convergence of the results of the direct method of control (i.e., compression of small specimens) and the Nurse-Saul method of maturity, in contrast to those of the shock pulse method. The determination coefficients of these dependencies amounted to 0.9357 and 0.8965, respectively.
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