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Influence of BOF and GGBFS Based Alkali Activated Materials on the Properties of Porous Concrete

机译:BOF和GGBFS基碱活化材料对多孔混凝土性能的影响

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摘要

In this study, environmentally friendly ground granulated blast furnace slag (GGBFS) based alkali activated materials and basic oxygen furnace slags (BOFs) were used as bonding materials and aggregates, respectively, to produce novel, environmentally friendly GGBFS based porous concrete. Porous concrete with a particle size of 4.75–9.5 mm and 9.5–19.00 mm was used as an aggregate. The “liquid-to-solid ratios” (L/S) variable was set at set at 0.5 and 0.6, and the “percentage of pore filling paste ratio” variable was controlled at 40%, 50%, and 60%. The curing period was set at 28 d, and the relationship between connected porosity and permeability, as well as that between unit weight and the pore filling paste ratio percentage were explored using analysis of variance. The results showed that the porous concrete had a maximum compressive strength of 8.31 MPa. The following results were obtained. An increase in percentage of pore filling paste ratio increased compressive strength. Permeability was measured at 4.67 cm/s and was positively correlated with porosity. An increase in porosity increased permeability, in which porosity was positively correlated with the percentage of pore filling paste ratio. The maximum splitting strength achieved during the 28 d was 1.46 MPa, showing a trend similar to that of compressive strength.
机译:在这项研究中,分别使用基于环保的地面高炉矿渣(GGBFS)和碱性氧气炉渣(BOF)作为粘结材料和骨料,以生产新型的,基于环保的GGBFS多孔混凝土。骨料使用粒径为4.75–9.5 mm和9.5–19.00 mm的多孔混凝土。将“液固比”(L / S)变量设置为0.5和0.6,并且将“孔填充膏比例的百分比”变量控制为40%,50%和60%。将固化时间定为28 d,并使用方差分析探索连通孔隙率和渗透率之间的关系,以及单位重量与孔隙填充膏比例的关系。结果表明,多孔混凝土的最大抗压强度为8.31 MPa。获得了以下结果。孔填充膏比例的百分比的增加增加了抗压强度。渗透率为4.67 cm / s,与孔隙率呈正相关。孔隙率的增加增加了渗透率,其中孔隙率与孔隙填充膏的比例成正相关。在28 d内达到的最大劈裂强度为1.46 MPa,显示出与抗压强度相似的趋势。

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