添加煤灰与稻壳灰对砂浆抗压强度的影响

Sudirman Sudirman
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摘要

煤炭作为一种能源被广泛应用于多个行业,尤其是发电厂(PLN),但另一方面,煤炭也会造成废物问题或环境影响。已有多项研究利用煤灰废料(粉煤灰)作为制作砂浆的附加材料[或部分替代材料]。本研究旨在确定添加煤灰和稻壳灰(分别为水泥重量的 5%、10% 和 15%,龄期分别为 3 天、7 天、14 天、21 天和 28 天)对砂浆 "抗压强度 "和 "吸收能力 "值的影响。本研究采用定量方法,参照印度尼西亚国家标准(SNI 03-6825-2002),在灰泥混合物中添加煤灰(粉煤灰)和稻壳灰,对 60 个样品或测试对象进行了一系列实验。接下来,在 3 天、7 天、14 天、21 天和 28 天的龄期内进行了一系列测试,以计算砂浆的 "强度 "值、"压力 "值和 "吸力 "值。研究结果表明,与普通砂浆相比,添加了煤灰和稻壳灰的砂浆的 "抗压强度 "显著提高,在水泥重量添加量为 15%时,砂浆强度达到最佳水平,为 240.96 kg /cm 2。同时,在相同的变化中添加砻糠灰,砂浆的抗压强度达到 204.82 公斤/厘米 2 。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of Adding Coal Ash vs Rice Husk Ash on Compressive Strength of Mortar
Coal is widely used as an energy source in several industries, especially for power plants (PLN), but on the other hand this causes waste problems or environmental impacts. Several studies have been carried out to utilize coal ash waste (fly ash) as an additional material [or as a partial substitution material] in making mortar. This research aims to determine the effect of adding coal ash and rice husk ash with variations of 5%, 10% and 15% of cement weight respectively (at ages 3 days, 7 days, 14 days, 21 days and 28 days). on the 'compressive strength' and 'absorption capacity' values of the mortar. This research uses quantitative methods through a series of experiments on 60 samples or test objects with the addition of coal ash (fly ash) and rice husk ash in the mortar mixture with reference to the Indonesian National Standard (SNI 03-6825-2002). Next, a series of tests were carried out at the age of 3 days, 7 days, 14 days, 21 days and 28 days to calculate the ' strong ' value. press' and ' power absorb' mortar. The research results showed that with the addition of coal ash and rice husk ash, the mortar experienced a significant increase in 'compressive strength' when compared to ordinary mortar, the strength of the mortar reached the optimum level at a variation of 15% addition of the cement weight, reaching 240.96 kg /cm 2 . Meanwhile, with the addition of husk ash in the same variation, the compressive strength of the mortar reached 204.82 kg/cm 2 .
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