Potential Rice Husk Ash (RHA) For Clinker Substitute in K400 Concrete Compressive Strength Applications

D. Guntama, Gilang Lukman Hakim, Nurhusni Amin
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Abstract

Rice husk ash is a waste of rice husk combustion with pozzolanic properties and contains relatively high silica. Therefore, rice husk ash can be used as a cement substitute to manufacture concrete. This study aims to determine the performance of rice husk ash as a clinker substitute for the compressive strength of the K400 concrete produced. Rice husk ash used in this study was first ground to pass a 45 mm sieve. Then the K400 concrete mix design was made with three variations of adding rice husk ash: 0%, 10%, and 20% of the total cement consumption. The tests carried out on the test objects included slump testing and compressive strength testing for concrete aged 3, 7, 28 days. Slump flow testing is carried out to see the ease of work. At the same time, compressive strength testing is carried out to determine the quality of the concrete itself. Based on the Compressive Strength tool observing, adding rice husk ash, as much as 10% has a strength value that reached the standard compressive strength determined at 28 days. On the other hand, adding rice husk ash more than 10% produces a lower compressive strength of concrete than the standard.
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稻壳灰在K400混凝土抗压强度应用中的潜在替代熟料
稻壳灰是稻壳燃烧产生的废渣,具有火山灰性质,含有较高的二氧化硅。因此,稻壳灰可以作为水泥的替代品来制造混凝土。本研究旨在确定稻壳灰作为熟料替代K400混凝土抗压强度的性能。本研究中使用的稻壳灰首先被磨碎,通过45毫米的筛子。然后进行了稻壳灰掺量占水泥总用量0%、10%、20%三种掺量的K400混凝土配合比设计。对试验对象进行了3、7、28天龄期混凝土坍落度试验和抗压强度试验。进行坍落度流动试验,观察工作的难易程度。同时进行抗压强度试验,以确定混凝土本身的质量。根据抗压强度工具观察,添加10%的稻壳灰,其强度值达到28天确定的标准抗压强度。另一方面,稻壳灰掺量大于10%时,混凝土抗压强度低于标准。
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