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硅铝酸盐粒度分布对偏高岭土基地质聚合物微观结构和力学性能的影响。

Effect of Aluminosilicates' Particle Size Distribution on the Microstructural and Mechanical Properties of Metakaolinite-Based Geopolymers.

作者信息

Kohout Jan, Koutník Petr, Hájková Pavlína, Kohoutová Eliška, Soukup Aleš, Vakili Mohammadtaghi

机构信息

ORLEN UniCRE a.s., Revoluční 1521/84, 400 01 Ústí nad Labem, Czech Republic.

Department of Material Science, Faculty of Mechanical Engineering, Technical University of Liberec, Studentská 1402/2, 461 17 Liberec, Czech Republic.

出版信息

Materials (Basel). 2023 Jul 14;16(14):5008. doi: 10.3390/ma16145008.

DOI:10.3390/ma16145008
PMID:37512282
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC10381852/
Abstract

The present study focused on investigating the differences in properties between calcined and milled aluminosilicates with different particle size distributions. Two types of clay, i.e., kaolin and kaolinitic claystone, were subjected to calcination at 750 °C, and subsequent milling to obtain different fractions with distinct particle size distributions. These fractions were then combined with a potassium alkaline activator and quartz sand in a 50:50 weight ratio to form a geopolymer composite. The geopolymer binders were then characterized using a mercury intrusion porosimeter (MIP), scanning electron microscopy (SEM), and a rotary rheometer. Mechanical tests were conducted on the geopolymer composites prepared from aluminosilicates with varying particle size distributions. The findings indicated that aluminosilicates with a finer particle size distribution exhibited higher levels of dissolved aluminum (10,000 mg/kg) compared to samples with coarser particle size distributions (1000 mg/kg). Additionally, as the particle size distribution decreased, the dynamic viscosity of the geopolymer binders increased, while the average pore size decreased. Finally, the mechanical properties of the geopolymer composites derived from both tested aluminosilicates demonstrated a decline in performance as the mean particle size increased beyond 10 µm.

摘要

本研究着重调查不同粒度分布的煅烧和研磨硅铝酸盐之间的性能差异。对高岭土和高岭土化粘土岩这两种粘土进行750℃的煅烧,随后研磨以获得具有不同粒度分布的不同级分。然后将这些级分与钾碱性活化剂和石英砂按50:50的重量比混合,形成地质聚合物复合材料。然后使用压汞仪(MIP)、扫描电子显微镜(SEM)和旋转流变仪对地质聚合物粘结剂进行表征。对由具有不同粒度分布的硅铝酸盐制备的地质聚合物复合材料进行力学测试。结果表明,与粒度分布较粗的样品(1000mg/kg)相比,粒度分布较细的硅铝酸盐表现出更高水平的溶解铝(10000mg/kg)。此外,随着粒度分布减小,地质聚合物粘结剂的动态粘度增加,而平均孔径减小。最后,两种测试硅铝酸盐衍生的地质聚合物复合材料的力学性能表明,当平均粒径超过10μm时,性能会下降。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ae81/10381852/7021c983d57b/materials-16-05008-g015.jpg
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