Kohout Jan, Koutník Petr
Unipetrol Centre for Research and Education, Revoluční 84, 400 01 Ústí nad Labem, Czech Republic.
Materials (Basel). 2020 May 22;13(10):2395. doi: 10.3390/ma13102395.
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).
基于偏高岭土的地质聚合物粘结剂是在室温下通过混合煅烧粘土岩和钾碱性活化剂制备而成的。添加了各种颗粒状无机填料,其含量达65体积%以形成地质聚合物复合材料。研究了四种类型的填料(砂石英、烧粘土、堇青石和刚玉)对基于偏高岭土的地质聚合物复合材料热机械性能的影响。还通过X射线衍射法对样品进行检测以确定其相组成。通过压汞孔隙率测定仪确定孔径分布。XRD显示在1000℃及更高温度热暴露后有新相(白榴石)结晶。与地质聚合物复合材料(抗弯强度高达13.8MPa、抗压强度高达95MPa且总收缩率高达1%)相比,地质聚合物粘结剂的机械性能较低(抗弯强度2.5MPa,抗压强度45MPa)且热机械性能较差(尤其是高收缩率——总收缩率9%)。填料的添加降低了地质聚合物的收缩率并改善了其机械性能。结果表明,原位测试的抗压强度与高温暴露后的抗压强度存在冲突。添加了烧粘土的地质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95MPa)。平均孔径直径随温度升高而增大(从10nm增至约700nm)。填料的添加降低了孔隙体积(从250mm/g降至约100mm/g)。