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地聚物砂浆抗压强度及工作性能试验研究

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为研究砂浆体积分数对偏高岭土地聚物砂浆抗压强度及其工作性能的影响,将不同砂浆体积分数作为变量,分别进行地聚物砂浆和易性、流变性能和抗压强度试验.试验结果表明:随着砂浆体积分数的增大,矿渣偏高岭土地聚物砂浆的跳桌流动度与稠度均呈现出下降的趋势,同时,其屈服应力和塑性黏度则相应上升;当砂浆体积分数为35%~45%时,偏高岭土地聚物砂浆展现出较为优异的工作性能;矿渣偏高岭土地聚物砂浆的抗压强度随着砂体积分数的增大呈现出先增加后减小的趋势,当砂浆体积分数为45%时,其抗压强度达到最大值.因此,在制备矿渣偏高岭土地聚物砂浆时,应将砂浆的体积分数设定为45%,以确保其既具备良好的工作性能,又能达到较高的抗压强度.
Experimental study on compressive strength and working performance of geopolymer mortar
To study the influence of mortar volume fraction on the compressive strength and working performance of metakaolin geopolymer mortar,the workability,rheological properties,and compressive strength of geopolymer mortar were tested with different mortar volume fractions as variables.The results show the hopping fluidity and consistency of slag-metakaolin geopolymer mortar decrease with the increase in mortar volume fraction,and the yield stress and plastic viscosity increase as the mortar volume fraction rises.The metakaolin geopolymer mortar exhibits excellent working performance when the mortar volume fraction is between 35%and 45%.The compressive strength of the slag-metakaolin geopolymer mortar increases first and then decreases with the increase in mortar volume fraction and reaches the maximum when the mortar volume fraction is 45%.Therefore,it is suggested that the mortar volume fraction should be 45%when slag-metakaolin geopolymer mortar is prepared,so as to ensure both good working performance and high compressive strength.

geopolymermortar volume fractioncompressive strengthworking performancerheological property

聂欢、彭晖、钟卿瑜

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长沙理工大学 土木工程学院,湖南 长沙 410114

长沙理工大学 南方地区桥梁长期性能提升技术国家地方联合工程实验室,湖南 长沙 410114

地聚物 砂体积分数 抗压强度 工作性能 流变特性

国家自然科学基金面上项目

51878068

2024

交通科学与工程
长沙理工大学

交通科学与工程

影响因子:0.444
ISSN:1674-599X
年,卷(期):2024.40(5)
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