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Effect of Aggregate Gradation with Fuller Distribution on Properties of Sulfoaluminate Cement Concrete

机译:骨料级配分布对硫铝酸盐水泥混凝土性能的影响。

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摘要

Aggregate, the main ingredient of concrete, has a great effect on mechanical property and durability of concrete. Sulfoaluminate cement has lots of special properties such as high early-age compressive strength, fast hydration and setting rate, and hydration with slight swelling. But effect of aggregate gradation with Fuller distribution on properties of sulfoaluminate cement concrete was seldom studied. Hence, in this paper, experimental investigations on mechanical property and durability of sulfoaluminate cement concrete with aggregate gradations according to Fuller distribution were presented. Fuller distribution of aggregates was beneficial to the close packing of aggregates, and the packing density was changed by adjusting the aggregate gradations. Compressive strength, water impermeability, and resistance capability to sulfate attack of SACC have the same trend of concrete with fine aggregates of Fuller distribution gradation \u3c concrete with fine aggregates of Fuller distribution gradation \u3c concrete with fine aggregates of Fuller distribution gradation. The relationship between packing density of aggregate and water penetration depth obeyed the second-order polynomial y = 0.002x2 – 6.8638x + 5862.3 and had a notable correlation R2 = 0.9799. The sulfoaluminate cement concrete with total aggregate gradation with Fuller distribution for h = 0.50 had the best resistance capability to sulfate attack. It was a second-order polynomial relationship between packing density of aggregates and water penetration depth of y = 0.002x2 – 6.8638x + 5862.3 with R2 = 0.9799, which indicated notable correlation. The fitting formula between packing density of aggregates and sulfate resistance coefficient of SACC was y = 0.0.0005x + 0.3704 with R2 = 0.9585.
机译:骨料是混凝土的主要成分,对混凝土的机械性能和耐久性有很大的影响。硫铝酸盐水泥具有许多特殊性能,例如高的早期抗压强度,快速的水合和凝结速率以及具有轻微溶胀的水合。但是很少研究骨料级配和富勒分布对硫铝酸盐水泥混凝土性能的影响。因此,本文根据富勒分布,对骨料级配的硫铝酸盐水泥混凝土的力学性能和耐久性进行了实验研究。骨料的更充分分布有利于骨料的紧密堆积,并且通过调节骨料的等级来改变堆积密度。 SACC抗压强度,抗渗水和抗硫酸盐侵蚀的能力与具有Fuller分布等级细骨料的混凝土和具有Fuller分布等级细骨料的混凝土具有相同的趋势。骨料的堆积密度与水渗透深度之间的关系服从二阶多项式y = 0.002x2 – 6.8638x + 5862.3,并且具有显着的相关性R2 = 0.9799。总骨料级配且富勒分布为h = 0.50的硫铝酸盐水泥混凝土具有最佳的抗硫酸盐侵蚀能力。这是聚集体堆积密度与水渗透深度y = 0.002x2 – 6.8638x + 5862.3之间的二阶多项式关系,R2 = 0.9799,表明显着相关。骨料的堆积密度与SACC的抗硫酸盐系数之间的拟合公式为y = 0.0.0005x + 0.3704,R2 = 0.9585。

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