由高丽根酸根构成的地质聚合物的合成和特性,其摩尔硅比/Al2O3的变化

Yatim Mustakim, N. Nurlina, I. Syahbanu
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引用次数: 3

摘要

高岭土是制备地高聚物的潜在原料之一。在本报告中,使用的活化高岭土来自西婆罗洲的Capkala村。实验研究了不同SiO2/Al2O3摩尔比对Capkala高岭土基地聚合物抗压强度和微观结构特征的影响。使用的Capkala高岭土是原料在750℃2 h下煅烧的产物。将NaOH溶液与Na2SiO3溶液混合制备用于活化Capkala高岭土前驱体的碱性活化剂溶液。激活剂溶液在室温下平衡至少24小时后再使用。将卡普卡拉高岭土与活化剂溶液手工混合制备地聚合物。实验中SiO2/Al2O3摩尔比为3.8;3.9;4.0;4.1和4.2适用于所有混合。所得到的浆料在2.3 × 4.6 cm的圆柱形模具中铸造。膏体固化24 h,室温固化24 h。地聚合物在60℃下干燥2 h。地聚合物进行抗压强度测试,并从强度最高的地聚合物中取样块进行XRD和SEM分析。试验结果表明,SiO2/Al2O3比为3.9的地聚合物抗压强度最高,为2.820 Mpa。XRD分析表明,地聚合物的吸收峰位于2θ(º)26、69、20、92和19、77处;FTIR光谱显示,地聚合物的吸收峰位于3289.96 cm-1;1647.67 cm-1和955.65 cm-1。此外,地聚合物还存在官能团吸收,如Al-OH拉伸振动(接近900 cm-1)、Si-O和Al-O的拉伸振动(600-700 cm-1)、Si-O- al弯曲振动(接近500 cm-1)。利用扫描电镜对capkala高岭土基地聚合物的形貌进行了观察,发现在750℃的温度下,高岭土结构从规则板的形式变得更加不规则。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
SINTESIS DAN KARAKTERISASI GEOPOLIMER BERBAHAN DASAR KAOLIN CAPKALA DENGAN VARIASI RASIO MOL SiO2/Al2O3
One of the potential raw materials for the preparation of geopolymers is kaolin. In the present report, the used activated kaolin is from Capkala Village in West Borneo. This paper presents an experimental study on the influence of different SiO2/Al2O3 molar ratios on the compressive strength and microstructural characteristics of the Capkala kaolin-based geopolymer. The used Capkala kaolin was a product of the calcination of the source material at 750ºC 2 h. The alkaline activator solutions that were used to activate the activated capkala kaolin precursor were prepared by mixing NaOH solution with Na2SiO3 solution. The activator solution was allowed to equilibrate for a minimum of 24 h at a room temperature before use. The geopolymer was prepared by hand mixing of the Capkala kaolin and the activator solution. Experiments conducted with SiO2/Al2O3 molar ratios of 3.8; 3.9; 4.0; 4.1 and 4.2 for all mixing. The resulting pastes are cast in cylinder molds of 2.3 × 4.6 cm. The pastes hardened 24 h in the forms, at room temperature for 24 h. The geopolymer was dried at 60ºC 2 h. The geopolymer was tested for compressive strength and sample pieces were taken from ones with the highest strength for XRD and SEM. Based on the test was obtained that geopolymer with 3.9 SiO2/Al2O3 ratios has the highest compressive strength that is 2.820 Mpa. The XRD analysis showed the peak at 2θ(º) 26,69o, 20,92o dan 19,77 o. The spectra FTIR of geopolymer showed the absorption at 3289.96 cm-1; 1647.67 cm-1 and 955.65 cm-1. Moreover, there are functional groups absorption for geopolymer such Al-OH stretch vibration (near 900 cm-1), stretch vibration of Si-O and Al-O (600-700 cm-1), Si-O-Al bend vibration (near 500 cm-1). The morphology of the capkala kaolin based geopolymer with SEM has succeeded in changing the kaolin structures in the form of regular slabs to be more irregular due to heating with a temperature of 750ºC.
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