水玻璃与氢氧化钠比及氢氧化钠浓度对地聚合物粘结剂物理力学性能的影响

Maria Kaka Etete Enoh, David Ogar Ushie
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摘要

研究了硅酸盐与氢氧化钠的比例和氢氧化钠浓度对偏高岭土基地聚合物粘结剂物理力学性能的影响。研究了水玻璃与氢氧化钠的比例分别为0.5、1.0、1.5和2.0,氢氧化钠浓度分别为8 M、10 M、12 M和14 M,高岭土在800℃下煅烧7、14和28 d。地聚合物粘结剂的平均密度为1.86 g/cm3,随着比例和浓度的增加而增加,最大密度为1.95 g/cm3。试件抗压、抗弯强度随试验龄期(7 ~ 28 d)和SS/SH增大而增大,但在SS/SH = 1以上逐渐减小。得到的最大抗压强度为14.6 MPa (1MK10),最大抗折强度为3.45MPa (1MK8)。样品抗压强度的帕累托图表明,这两个因素对结果都有显著影响。
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Effect of Sodium silicate to hydroxide ratio and Sodium hydroxide concentration on the physico-mechanical properties of geopolymer Binders
This paper investigates the effect of silicate to hydroxide ratio and Sodium hydroxide concentration on the physical and mechanical properties of Metakaolin based geopolymer binders. Sodium silicate to Sodium hydroxide ratios of 0.5, 1.0, 1.5 and 2.0 and Sodium hydroxide concentrations of 8 M, 10 M, 12 M and 14 M were studied with the kaolin calcined at 800 oC at testing ages of 7, 14 and 28 days. The mean density of the geopolymer binders was 1.86 g/cm3 which increased with the ratios and concentrations having the maximum density of 1.95 g/cm3. The compressive and flexural strength of the samples increased with testing age (7-28 days) and SS/SH, though above SS/SH = 1, the values gradually decreased. The maximum compressive strength and flexural strength obtained were 14.6 MPa (1MK10 binders) and 3.45MPa (1MK8 binders). The Pareto chart for the compressive strength of the samples showed that both factors contributed significantly to the results.
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