Investigation on Strength Properties of Concrete using Steel Slag as a Partial Replacement for Fine Aggregate

R. Ashwathi
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引用次数: 1

Abstract

Abstract. The economic and ecological performance of normal concrete can be increased by modulating fine aggregate content with a series of combinations of steel slag which possess different physical and chemical behaviour based on its cooling method, heating processes. Many research shows that magnetic separating of steel slag increases its efficiency towards integrating with clinker by 50% compared to integrating of clinker with non-magnetically separated steel slag. It has proved to be an impressive replacement material in concrete surfaces where high skid resistance is essential. Steel slag produced in various types of furnaces have different characteristic nature, blast furnace slag (BFS) has hydraulic and cement properties when used in water-bound macadam roads and also in flexible and rigid pavements. Issue in steel slag is energy consumed in its production and transportation where it is utilized, if energy consumed in slag grinding/magnetic separation is high when compared to cement calcining and grinding, then it would not be economical in replacement criteria. This study exhibit mechanical properties of concrete with partial replacement of fine aggregate with steel slag in distinct proportions. The optimum amount of replacement in fine aggregate is found to be 20% giving a strength increment of 8% in the compressive strength category. In split tensile and flexural strength criteria strength increment of 7.5% and 40.625% is observed. There are many practical implications of steel slag in the construction industry, road constructions, and clinker substitutes as granulated BF slag, water treatment plants, evidently many researches have proved slag as productive coarse aggregates replacement.
钢渣部分替代细骨料混凝土强度性能研究
摘要根据钢渣的冷却方式和加热过程,钢渣具有不同的物理和化学性能,通过一系列的组合来调节细骨料的含量,可以提高普通混凝土的经济和生态性能。许多研究表明,磁选钢渣与熟料的结合效率比非磁选钢渣与熟料的结合效率提高了50%。它已被证明是一个令人印象深刻的替代材料在混凝土表面,高防滑是必不可少的。不同类型的高炉生产的钢渣具有不同的特性性质,高炉矿渣在水凝碎石路面以及柔性和刚性路面中都具有水力和水泥性能。钢渣的问题在于其生产和运输过程中的能源消耗,如果钢渣磨矿/磁选能耗高于水泥煅烧和磨矿,那么在替代标准上就不经济。研究了钢渣以不同比例部分替代细骨料对混凝土力学性能的影响。细骨料的最佳替代量为20%,在抗压强度类别中强度增加8%。在劈裂拉伸和弯曲强度标准下,强度增量分别为7.5%和40.625%。钢渣在建筑工业、道路建设以及作为高炉渣、水处理厂等熟料的粒状替代品等方面具有许多实际意义,显然已有许多研究证明了钢渣作为生产性粗骨料的替代品。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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