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Properties of concrete using metallurgical industrial by-products as aggregates

机译:以冶金工业副产品为骨料的混凝土的性能

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The use of industrial by-products and waste materials in concrete opens a whole new range of possibilities in the reuse of materials in the building industry. In this research study, concretes were made with chemical foundry sand (QFS) and green foundry sand (GFS) as substitution for raw sand. Also Electric arc furnace slag (EAFS) and blast furnace slag (BSF) were used as substitution for coarse raw aggregates in 25%, 50% and 100% of concrete production. Two concrete production stages were carried out. In stages 1 and 2, slump test and compressive and tensile splitting strengths and modulus of elasticity were determined. Due to adequate properties of all concretes found in stage 2, length change (during 56 weeks), sorptivity and high temperature exposure evaluation were also determined. The tests results obtained from concretes produced in stages 1 and 2 were compared with those of conventional concrete (CC) and the adequate use of the by-products for concrete production was verified.
机译:在混凝土中使用工业副产品和废料为建筑业中的材料再利用提供了全新的可能性。在这项研究中,用化学铸造砂(QFS)和绿色铸造砂(GFS)代替原砂来制造混凝土。另外,电弧炉炉渣(EAFS)和高炉炉渣(BSF)也在混凝土生产的25%,50%和100%中代替粗骨料。进行了两个具体的生产阶段。在第1阶段和第2阶段,确定了坍落度试验以及压缩和拉伸断裂强度以及弹性模量。由于在阶段2中发现的所有混凝土都具有适当的性能,因此还确定了长度变化(在56周内),吸收性和高温暴露评估。将第1阶段和第2阶段生产的混凝土获得的测试结果与常规混凝土(CC)进行了比较,并验证了副产品在混凝土生产中的适当使用。

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