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新型硅灰石-偏高岭土基地质聚合物的合成与表征

Synthesis and Characterization of Novel Hybrid Wollastonite-Metakaolin-Based Geopolymers.

作者信息

Alshaaer Mazen, Alanazi Abdulaziz O S

机构信息

Department of Physics, College of Science and Humanities in Al-Kharj, Prince Sattam bin Abdulaziz University, Al-Kharj 11942, Saudi Arabia.

Department Mechanics of Materials and Constructions, Vrije Universiteit Brussels (VUB), Pleinlaan 2, 1050 Brussels, Belgium.

出版信息

Materials (Basel). 2024 Sep 2;17(17):4338. doi: 10.3390/ma17174338.

Abstract

Over the past few decades, researchers have focused on developing new production methods for geopolymers to improve their properties for use in multiple applications as a functional material. This study introduces a new geopolymer system based on wollastonite and metakaolin as precursors. The role of wollastonite was also explored alongside metakaolin in geopolymers. Geopolymers were synthesized by adding wollastonite to metakaolin in different ratios: 0 wt.%, 12.5 wt.%, 25 wt.%, and 50 wt.%. The alkaline activator was then mixed with the powder, wollastonite, and metakaolin to prepare the geopolymers. In addition to mechanical tests, the hardened geopolymers were characterized using XRD, TGA, and SEM techniques. The findings revealed that adding wollastonite in amounts of 0 wt.%-12.5 wt.% did not affect the strength of the geopolymers. Increasing wollastonite between 25 wt.% and 50 wt.% significantly increased the geopolymers' flexural and compressive strength from 3 MPa to 12.3 MPa and from 23 MPa to 54 MPa, respectively. The use of wollastonite as a precursor also led to fundamental changes in the microstructural structure of the geopolymer matrix: a new crystal phase, (Ca(SiO)(OH)), calciochondrodite was formed, and the Si-Al-Na crystal phase disappeared, leading to significant changes in the amorphous phase.

摘要

在过去几十年里,研究人员一直专注于开发地质聚合物的新生产方法,以改善其性能,使其作为一种功能材料可用于多种应用。本研究引入了一种基于硅灰石和偏高岭土作为前驱体的新型地质聚合物体系。同时还探讨了硅灰石在地质聚合物中与偏高岭土一起所起的作用。通过将硅灰石以不同比例(0 wt.%、12.5 wt.%、25 wt.%和50 wt.%)添加到偏高岭土中来合成地质聚合物。然后将碱性活化剂与粉末、硅灰石和偏高岭土混合以制备地质聚合物。除了力学测试外,还使用XRD、TGA和SEM技术对硬化后的地质聚合物进行了表征。研究结果表明,添加0 wt.% - 12.5 wt.%的硅灰石不会影响地质聚合物的强度。将硅灰石含量增加到25 wt.%至50 wt.%之间时,地质聚合物的抗折强度和抗压强度分别从3 MPa显著提高到12.3 MPa和从23 MPa提高到54 MPa。使用硅灰石作为前驱体还导致地质聚合物基体的微观结构发生了根本性变化:形成了一种新的晶相(Ca(SiO)(OH)),即钙粒硅镁石,并且Si - Al - Na晶相消失,导致非晶相发生了显著变化。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/fff7/11396695/e3e54043c5c1/materials-17-04338-g002.jpg

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