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不同试模对灌浆料早期抗压强度影响试验研究
引用本文:陈大川,李亮如,彭勃,林悦慈.不同试模对灌浆料早期抗压强度影响试验研究[J].湖南大学学报(自然科学版),2021,48(5):73-79.
作者姓名:陈大川  李亮如  彭勃  林悦慈
作者单位:湖南大学 土木工程学院,湖南 长沙 410082;建筑安全与节能教育部重点实验室(湖南大学),湖南 长沙410082;湖南固特邦土木技术发展有限公司,湖南 长沙410205;湖南大学 土木工程学院,湖南 长沙 410082
摘    要:采用统一的原材料、配合比、养护条件制作了3种不同试模、6个不同龄期的216个水泥基灌浆料试块,在相同的加载条件下进行了抗压强度测定,研究了在6个不同龄期下,不同试模对水泥基灌浆料试块早期抗压强度的影响及不同试模下抗压强度换算系数.得出了第Ⅲ类水泥基灌浆料在标准养护条件下尺寸为40 mm×40 mm×160 mm棱柱体标准试块与尺寸为150 mm×150 mm×150 mm立方体非标准试块的早期抗压强度换算系数和第Ⅳ类水泥基灌浆料在标准养护条件下尺寸为100 mm×100 mm×100 mm立方体标准试块与尺寸为150 mm×150 mm×150 mm立方体非标准试块的早期抗压强度换算系数.分析各个早期强度换算系数变化规律,得出可供实际工程参考的换算系数.

关 键 词:灌浆料  早期抗压强度  不同试模  换算系数

Experimental Study on Influence of Different Test Molds on Early Compressive Strength of Grouting Materials
CHEN Dachuan,LI Liangru,PENG Bo,LIN Yueci.Experimental Study on Influence of Different Test Molds on Early Compressive Strength of Grouting Materials[J].Journal of Hunan University(Naturnal Science),2021,48(5):73-79.
Authors:CHEN Dachuan  LI Liangru  PENG Bo  LIN Yueci
Abstract:In this test, 216 cement-based grouting test blocks with 3 different test models and 6 different ages were made using uniform raw materials, mixing ratios, and curing conditions. The compressive strength was measured under the same loading conditions. The effects of different test models on the early compressive strength of cement-based grout test blocks and the conversion coefficients of compressive strength under different test models were studied at six different ages. The conversion coefficients of early compressive strength of the standard test block with the size of 40 mm×40 mm×160 mm prism and the non-standard test block with the size of 150mm×150mm×150mm under standard curing conditions are obtained, and the conversion coefficients of early compressive strength of the standard test block with the size of 100 mm×100 mm×100 mm cube and the non-standard test block with the size of 150 mm×150 mm×150 mm under the standard curing conditions of the Class IV cement-based grout are obtained. The change rule of each early strength conversion coefficient was analyzed, and the conversion coefficient was obtained which can be used as a reference for practical engineering application.
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