煅烧膨润土作为水泥基砂浆中的辅助胶结材料

IF 1 Q4 ENGINEERING, CIVIL
N. Mesboua, K. Benyounes, S. Kennouche, Y. Ammar, A. Benmounah, H. Kemer
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引用次数: 9

摘要

摘要建筑业消耗大量水泥,因此水泥生产会导致高二氧化碳排放。用补充水泥材料(SCMs)部分替代水泥被认为是减少该行业环境影响的最有前途的替代方案。本研究旨在评估煅烧粘土(850°C下煅烧膨润土)在水泥基砂浆中用作水泥部分替代品的性能。评估的性能包括物理化学和机械性能,以及微观结构特征。。研究了各种表征测试,包括激光粒度测定、X射线衍射(XRD)和X射线荧光光谱法(XRF)。此外,还研究了不同砂浆混合物的硬化性能。将掺入不同煅烧粘土百分比的砂浆混合物按比例配比,所述煅烧粘土百分比对应于粘合剂总含量的8、10、12和14质量%。对砂浆混合物的样品进行了热重分析(TGA)及其衍生物(DTG)、差示扫描量热法(DSC)和微观结构分析(扫描电子显微镜(SEM))。此外,对28-d硬化性能进行了评估,以评估所研究混合物的火山灰活性。介绍了强度-活性指数(SAI)、DSC和TGA分析。所获得的结果表明,所有混合物都表现出符合ASTM C618规范的足够的火山灰活性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Calcinated Bentonite as Supplementary Cementitious Materials in Cement-Based Mortar
Abstract The construction industry consumes a large quantity of cement, which therefore leads to a high CO2 emission due to the cement manufacture. The partial replacement of cement by supplementary cementations materials (SCMs) is considered as the most promising alternative to reduce the environmental impact of this industry. This investigation aims to evaluate the performance of calcinated clay (calcined bentonite at 850 °C) used as partial replacement of cement in cement-based mortar. The evaluated performances include the physico-chemical and mechanical properties, as well as microstructural characteristics.. Various characterization tests, including laser granulometry, X-ray diffraction (XRD), and X-ray fluorescence spectrometry (XRF) have been investigated. In addition, the hardened properties of different mortar mixtures were also investigated. Mortar mixtures incorporating different calcinated clay percentages corresponding to 8, 10, 12, and 14%, by mass of total binder content, were proportioned. Termogravimetric analysis (TGA) and its derivative (DTG), Differential scanning calorimetry (DSC), and microstructural (Scanning electron microscopy (SEM)) analysis were carried out on samples of mortar mixtures. Furthermore, the 28-d hardened properties were assessed to assess the pozzolanic activity of the investigated mixtures. Strength activity index (SAI), DSC, and TGA analyzes are presented. The obtained results showed that all the mixtures exhibited adequate pozzolanic activity conforming to the ASTM C618 specifications.
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自引率
9.10%
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审稿时长
12 weeks
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