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Effect of Na_2SiO_3/Na0H Ratios and NaOH Molarities on Compressive Strength of Fly-Ash-Based Geopolymer

机译:Na_2SiO_3 / Na0H比和NaOH摩尔比对粉煤灰基地质聚合物抗压强度的影响

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Carbon dioxide (CO_2) emissions from the production of 1 ton (2204.62 lb) of cement vary between 0.05 and 0.13 tons (110.23 and 286.60 lb). It is important to reduce CO_2 emissions by the greater use of substitutes for portland cement (PC), such as fly ash (FA), clay, and other geo-based materials. This paper studies the processing of geopolymers using FA and alkaline activators. The factors that influence the early-age compressive strength, such as the sodium hydroxide (NaOH) molarity and Na_2SiO_3/NaOH ratios, were studied. Sodium hydroxide and sodium silicate solutions were used as alkaline activators. The geopolymer paste samples were cured at 70℃ (158°F)for 1 day and kept at room temperature until testing (the seventh day). The compressive strength was measured after 7 days. The results show that the geopolymer paste with a combination of an Na_2SiO_3/NaOH ratio of 2.5 and a 12 M NaOH concentration produces the highest compressive strength. The density obtained for geopolymer for PC is in the range of 1760 to 1855 kg/m~3 (0.064 to 0.067 lb/in.~3). The porosity of the geopolymer was in the range of 12.16 to 26.19%, and the water absorption was in the range of 5.03 to 8.13%. The results of scanning electron microscopy (SEM) indicated that the samples with a denser matrix and less unreacted FA contributed to the maximum compressive strength. In the X-ray diffraction (XRD) patterns, the intensity of quartz content at 12 M was highly detected compared to the 6 and 10 M solutions.
机译:生产1吨(2204.62磅)水泥所产生的二氧化碳(CO_2)排放量介于0.05到0.13吨(110.23到286.60磅)之间。重要的是,通过更多地使用硅酸盐水泥(PC)的替代物,例如粉煤灰(FA),粘土和其他基于地球的材料,来减少CO_2的排放。本文研究了使用FA和碱性活化剂处理地质聚合物的方法。研究了影响早期抗压强度的因素,例如氢氧化钠(NaOH)的摩尔浓度和Na_2SiO_3 / NaOH的比例。氢氧化钠和硅酸钠溶液用作碱性活化剂。地质聚合物浆料样品在70℃(158°F)下固化1天,并保持在室温下直至测试(第七天)。 7天后测量抗压强度。结果表明,Na_2SiO_3 / NaOH比值为2.5和12 M NaOH浓度相结合的地质聚合物浆料产生最高的抗压强度。用于PC的地质聚合物的密度范围为1760至1855 kg / m〜3(0.064至0.067 lb / in。〜3)。地质聚合物的孔隙率在12.16%至26.19%的范围内,并且吸水率在5.03%至8.13%的范围内。扫描电子显微镜(SEM)的结果表明,具有较高密度的基体和较少的未反应的FA的样品有助于最大的抗压强度。在X射线衍射(XRD)模式中,与6和10 M溶液相比,在12 M处的石英含量强度得到了高度检测。

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