分析米糠灰浆和硫酸的二元性

zultonix Pratama, A. Nasrullah
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摘要

本研究旨在测定稻壳地聚合物砂浆的耐硫酸性能。本研究采用实验方法进行,即在实验室进行实验。长方体试样尺寸为50x50x50mm,采用粘结剂:细骨料比为1:1 .5,活化剂:前驱体比为1:1,Na2SiO3与NaOH的比例为2:1。砂浆浸泡20天,浸泡浓度分别为5%、10%和15%硫酸。自由地聚合物砂浆的抗压强度为9.20 MPa,用浓度为5%的硫酸浸泡地聚合物砂浆的抗压强度为5.00 MPa,用浓度为10%的硫酸浸泡地聚合物砂浆的抗压强度为4.60 MPa,用浓度为15%的硫酸浸泡地聚合物砂浆的抗压强度为2.00 MPa。从抗压强度试验结果来看,受硫酸作用的砂浆抗压强度有降低的趋势,硫酸浓度越浓,地聚合物砂浆抗压试验结果越低。可见,5%的抗压强度浓度降低了45.65%,10%的抗压强度浓度降低了50.00%,15%的抗压强度浓度降低到78.26%。
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ANALISIS DURABILITAS MORTAR GEOPOLIMER ABU SEKAM PADI TERHADAP ASAM SULFAT
This study aims to determine the resistance of rice husk geopolymer mortars to sulfuric acid. This research was conducted using experimental methods, namely by conducting experiments in the laboratory. Cuboid specimens measuring 50x50x50 mm, using binder: fine aggregate ratio is 1: 1.5, activator: precursor ratio 1: 1 and the ratio of Na2SiO3 and NaOH is 2: 1. Mortar immersed for 20 days with immersion of 5%, 10% and 15% sulfuric acid concentration. The compressive strength of the free geopolymer mortar is 9.20 MPa, sulfuric acid soaked with geopolymer mortar with a concentration of 5% is 5.00 MPa, immersion with a concentration of 10% is 4.60 MPa and immersion with a concentration of 15% is 2.00 MPa. From the compressive strength test results showed that there is a decrease in compressive strength of mortar exposed to sulfuric acid, the more concentrated sulfuric acid concentration, the lower the results of the geopolymer mortar compressive test results. This can be seen in the compressive strength concentration value of 5% decreased by 45.65%, the concentration of compressive strength of 10% decreased by 50.00% and the concentration of compressive strength of 15% decreased to 78.26%.
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