棕榈油燃料灰-粉煤灰基地聚合物砂浆的性能研究

Adrio Fariz Kurnia Putra, Saloma Hasyim, S. Nurjannah, Arie Putra Usman, Hanafiah, I. Juliantina
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摘要

粉煤灰(FA)和棕榈油燃料灰(POFA)中硅含量高,可作为水泥替代的主要材料。本研究以碱性活化剂Na2SiO3和NaOH为活化剂,粉煤灰和棕榈油燃料灰为前驱体配制地聚合物砂浆。FA和POFA的比值随75:25、50:50和25:75的变化。以及水玻璃(Na2SiO3)与氢氧化钠(NaOH)的碱液比分别为1.5、2.0和2.5。本研究的目的是了解NaOH和Na2SiO3配比对地聚合物砂浆抗压强度的影响。抗压强度试验结果表明,碱激发剂比为2.5时,FA75:POFA25砂浆28天的最大抗压强度为22.08 MPa;碱激发剂比为1.5时,FA25:POFA75砂浆的最小抗压强度为3.7 MPa。结果表明,采用FA75:POFA25为前驱体,碱活化剂用量越大,获得的抗压强度越高。进一步的研究将开发油棕燃料灰基地聚合物混凝土的潜力。
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The properties of palm oil fuel ash-fly ash based geopolymer mortar
The high silica content in fly ash (FA) and palm oil fuel ash (POFA) can be utilized as the main material of cement substitution. In this study, the geopolymer mortar made by mixing alkali activator Na2SiO3 and NaOH as activator and fly ash and palm oil fuel ash as precursor. Variations in the ratio of FA and POFA with the value of 75:25, 50:50 and 25:75. As well as the ratio of the alkaline solution between sodium silicate (Na2SiO3) and sodium hydroxide (NaOH) of 1.5, 2.0, and 2.5. The objective of this study is to know the effects of NaOH and Na2SiO3 ratio to compressive strength on geopolymer mortar. The result of compressive strength test showed that the maximum compressive strength of mortar of 28 days was obtained by 22.08 MPa using alkali activator ratio of 2.5 with FA75:POFA25 and the minimum compressive strength obtained from comparison of FA25:POFA75 with alkali activator ratio of 1.5 was 3.7 MPa. It was showed that the use of FA75:POFA25 precursor and the greater alkali activator ratio used, the higher the compressive strength obtained. Further research will be developed to explore the potential of oil palm fuel ash based geopolymer concrete.
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