Variasi Penggunaan Limbah Crushing Plant Bijih Besi Gunung Batu Sebagai Agregat Halus Terhadap Mutu Beton

Dewi Yuniar, Fitriansyah Fitriansyah, Aditia Dermawan, Hadi Surya Wibawanto Sunarwadi, Teten Suparto
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Abstract

The increasing demand for concrete as a construction material has resulted in the depletion of natural resources. This motivates the construction industry to continue to innovate in the manufacture of concrete. The utilization of iron ore waste as a substitute for fine aggregate is one of the solutions. This study aims to determine the optimum composition of iron ore waste as a substitute for fine aggregate on compressive test strength and economic value of concrete mix materials. This study used coarse aggregate from the quarry location of Mount Batu PTP Pelaihari District, Tanah Laut Regency, fine aggregate from the iron ore crushing plant location from the stockpile of Perusda Baratala and ex. Palangkaraya. The testing at the UPT Construction Material Testing Laboratory DPUPRP Tanah Laut Regency, South Kalimantan Province. The results showed that concrete using fine aggregate/sand ex. Palangkaraya has a concrete quality of K-235.94 kg/cm2 or fc'= 19.583 Mpa. As a result, it was found that the concrete mixes were more efficient than the concrete mixes used in the concrete batching plant, and that the concrete mixes were more efficient than the concrete mixes used in the concrete batching plant AK (Coarse aggregat) 54%: AH (fine aggregates) 45% has a concrete quality of K-257.29 kg/cm2 or fc'= 22.849 Mpa. This shows that iron ore waste fine aggregate can be used in concrete mixes
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作为建筑材料的混凝土需求的不断增长导致了自然资源的枯竭。这促使建筑行业在混凝土制造方面不断创新。利用铁矿废石替代细骨料是解决方案之一。本研究旨在确定铁矿废石替代细骨料对混凝土配合料抗压试验强度和经济价值的最佳配比。本研究使用的粗骨料来自Tanah Laut Regency的Mount Batu PTP Pelaihari区的采石场,细骨料来自Perusda Baratala和ex. Palangkaraya的铁矿石破碎厂的库存。测试在UPT建筑材料测试实验室DPUPRP Tanah Laut Regency,南加里曼丹省。结果表明,帕朗卡拉雅等细骨料/砂混凝土的混凝土质量为K-235.94 kg/cm2或fc = 19.583 Mpa。结果发现,该混凝土配合比混凝土搅拌站使用的混凝土配合比混凝土搅拌站使用的混凝土配合比混凝土搅拌站使用的混凝土配合比AK(粗集料)54%:AH(细集料)45%,混凝土质量为K-257.29 kg/cm2或fc'= 22.849 Mpa。说明铁矿废细骨料可用于混凝土配合比
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