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Effects of foundry sand as a fine aggregate in concrete production

机译:铸造砂作为细骨料在混凝土生产中的作用

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This paper presents the results of experiments carried out to evaluate the utilization of foundry sand (FS) as a substitute material for fine aggregate in concrete production. The physical and chemical characteristics of the FS were also addressed. FS obtained from the aluminium casting industry was used as a substitute for fine aggregate in five different substitution rates (10%, 20%, 30%, 40% and 50%). Several tests, including density, slump cone, split tensile strength, flexural strength; ultrasonic pulse velocity (UPV) and compressive strength tests were performed to understand the effects of FS on the behavior of concrete. The grain size distribution analysis of FS revealed that 8% of FS were less than 75 urn, and the water absorption of FS was about 1.13%. The test results revealed that the strength properties of the concrete mixtures containing FS up to 20% was relatively close to the strength value of the CM, and the average decrease in strength was only 2.1%. The decrease in the strength is attributed to the fineness of the FS and the presence of dust, clay and wood flour in the FS. From the test results obtained it was concluded that a substitution rate of up to 20% can be effectively used in good concrete production without affecting the concrete standards, and a substitution rate beyond 20% is not beneficial.
机译:本文介绍了实验结果,以评估铸造砂(FS)在混凝土生产中作为细骨料的替代材料的利用率。 FS的物理和化学特性也得到了解决。从铝铸造行业获得的FS以五种不同的替代率(10%,20%,30%,40%和50%)替代细骨料。进行了几项测试,包括密度,坍落度圆锥,抗拉强度,抗弯强度;进行了超声波脉冲速度(UPV)和抗压强度测试,以了解FS对混凝土性能的影响。 FS的粒度分布分析表明,8%的FS小于75 75,FS的吸水率约为1.13%。测试结果表明,含FS达20%的混凝土混合物的强度性能相对接近CM的强度值,平均强度下降仅为2.1%。强度的降低归因于FS的细度以及FS中存在灰尘,粘土和木粉。根据获得的测试结果,可以得出结论,高达20%的替代率可以有效地用于良好的混凝土生产中而不会影响混凝土标准,并且替代率超过20%不利。

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