Muhammad Fitra Eransyah, Ninik Paryati, Rika Sylviana
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摘要

将椰子壳加工成木炭粉作为混凝土混合物。椰壳炭粉对混凝土抗压强度的影响,旨在替代水泥替代普通混凝土抗压强度,确定椰壳炭粉替代水泥后混凝土的最佳抗压强度。本研究使用椰壳炭粉作为水泥替代品,其变化幅度分别为0%、2.5%、5%和7.5%。在处理后28天进行混凝土浸水试验。分析结果表明,添加5%和7.5%时,椰壳炭粉的平均抗压强度值分别下降了11%和12.57%,这是由于随着氢氧化钙形成量的增加,水泥附着力降低,内部结构变弱,导致抗压强度降低;当椰壳炭粉添加量为2.5%时,混凝土抗压强度比普通混凝土提高2.07%。从2.5%、5%和7.5%的替代变化分别为278.74 kg/cm2、243.43 kg/cm2和238.96 kg/cm2的混凝土特征抗压强度结果来看,这些混凝土包括II类k275混凝土(中等混凝土)结构混凝土。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pengaruh Penggunaan Serbuk Arang Batok Kelapa Terhadap Kuat Tekan Beton
Processing of coconut shells into charcoal powder as a concrete mixture. The use of coconut shell charcoal powder on the compressive strength of concrete aims to be a substitute for cement for normal concrete compressive strength and to determine the optimum concrete compressive strength after substitution of cement using coconut shell charcoal powder. In this study the use of coconut shell charcoal powder as a cement substitution with variations of 0%, 2.5%, 5% and 7.5%. Concrete testing was carried out at the age of 28 days after treatment by being immersed in water. The results of the analysis showed that the average compressive strength value of the addition of coconut shell charcoal powder at variations of 5% and 7.5% decreased by 11% and 12.57% because with the increasing number of calcium hydroxide formed, the cement adhesion will decrease so that the structure inside will be weak and cause the compressive strength to be low, while the variation of adding coconut shell charcoal powder 2.5% has an increase of 2.07% against normal concrete compressive strength. From the results of the characteristic concrete compressive strength obtained with substitution variations of 2.5%, 5%, and 7.5% respectively of 278.74 kg/cm2, 243.43 kg/cm2 and 238.96 kg/cm2, the concrete These include class II K 275 concrete (middle class concrete) structural concrete.
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