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Effect of Filler Type on the Thermo-Mechanical Properties of Metakaolinite-Based Geopolymer Composites

机译:填料类型对偏高岭土基地质聚合物复合材料热机械性能的影响

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摘要

Metakaolinite-based geopolymer binder was prepared at room temperature by mixing calcined claystone and potassium alkaline activator. Various granular inorganic fillers were added, amounting to 65 vol % to form geopolymer composites. The effect of four types of fillers (sand quartz, chamotte, cordierite, and corundum) on the thermo-mechanical properties of metakaolinite-based geopolymer composites were investigated. The samples were also examined by an X-ray diffraction method to determine their phase composition. The pore size distributions were determined by a mercury intrusion porosimeter. The XRD revealed the crystallization of new phase (leucite) after thermal exposure at 1000 °C and higher. Geopolymer binders had low mechanical properties (flexural strength 2.5 MPa and compressive strength 45 MPa) and poor thermo-mechanical properties (especially high shrinkage—total shrinkage 9%) compared to geopolymer composites (flexural strength up to 13.8 MPa, compressive strength up to 95 MPa and total shrinkage up to 1%). The addition of fillers reduced the shrinkage of geopolymers and improved their mechanical properties. The results have shown that the compressive strength tested in situ and after exposure to high temperature are in conflict. Geopolymer composites with the addition of chamotte had the best mechanical properties before and after thermal exposure (compressive strength up to 95 MPa). The average pore size diameters increased with the increasing temperature (from 10 nm to approx. 700 nm). The fillers addition decreased the pore volume (from 250 mm /g to approx. 100 mm /g).
机译:在室温下,通过混合煅烧粘土和碱性钾活化剂来制备基于偏高岭石的地质聚合物粘合剂。加入各种粒状无机填料,其总量为65体积%,以形成地质聚合物复合材料。研究了四种填料(砂石英,硅镁土,堇青石和刚玉)对偏高岭土基地质聚合物复合材料热机械性能的影响。还通过X射线衍射方法检查样品以确定它们的相组成。孔径分布通过压汞仪测定。 XRD揭示了在1000℃及更高温度下热暴露后新相(白榴石)的结晶。与地聚合物复合材料(弯曲强度最高为13.8 MPa,抗压强度最高为95)相比,地聚合物粘合剂的机械性能较低(抗弯强度为2.5 MPa,抗压强度为45 MPa),热机械性能较差(尤其是高收缩率,总收缩率为9%)。 MPa,总收缩率高达1%)。填料的添加减少了地聚合物的收缩并改善了其机械性能。结果表明,现场测试和暴露于高温后的抗压强度是矛盾的。含有黏土的地聚合物复合材料在热暴露前后具有最佳的机械性能(抗压强度高达95 MPa)。平均孔径直径随温度的升高而增加(从10 nm增加到大约700 nm)。填料的加入降低了孔体积(从250 mm / g降至约100 mm / g)。

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