研磨后斜发沸石预处理对胶凝材料水化动力学、收缩和碱硅反应的影响

M. Shariful Islam, Benjamin J. Mohr
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引用次数: 2

摘要

天然斜发沸石由于其可接受的火山灰性能和总体上较低的环境足迹,已成为一种流行的辅助胶凝材料(SCM)。先前的研究表明,研磨是一种有效的预处理技术,可以进一步提高沸石凝灰岩的火山灰反应性,从而增加比表面积和无定形含量。因此,本研究使用X射线衍射(XRD)的相分析、激光衍射的粒度分布、扫描电子显微镜(SEM)的微观结构分析、吸湿率和相对化学溶解来表征球磨1和3小时后的沸石颗粒。通过水化动力学(水化热、凝结时间、化学收缩、水化程度)、工作性能、抗压强度、自收缩、干燥收缩和碱硅反应(ASR),评估了研磨斜发沸石沸石作为SCM替代高达20%硅酸盐水泥的性能。结果显示,1和3小时的研磨导致比表面积、吸湿能力和颗粒的相对溶解增加,但与未研磨的沸石颗粒相比,对沸石颗粒的晶体结构没有明显影响。对于水合系统,1小时和3小时研磨的沸石都增加了总水合热,导致硅酸盐和铝酸盐反应增加,同时在凝固时间内产生加速效应。与早期未研磨的沸石样品相比,高达20%研磨(1和3小时)的沸石样品的抗压强度增加了约20%至25%,这表明由于水合相的体积和水合程度的增加,系统中研磨的沸石颗粒的火山灰响应增加。碾磨要求更高含量的淡水,从而导致更高的干燥和自收缩,从而略微降低了可加工性。此外,研磨降低了内部固化能力,导致沸石颗粒的多孔结构受损。与对照样品相比,使用高达20%的3-h研磨沸石将ASR引起的有害膨胀降低了约80%,并且研磨斜发沸石的总体性能是令人满意的,因为SCM在水合系统中是令人满意。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Performance of clinoptilolite zeolite after milling as a pretreatment on hydration kinetics, shrinkage, and alkali-silica reaction of cementitious materials

Natural clinoptilolite zeolite has been a popular supplementary cementitious material (SCM) due to its acceptable pozzolanic performance and the overall lower environmental footprint. Previous research established that milling is an effective pretreatment technique to further increase the pozzolanic reactivity of zeolitic tuffs leading to an increased specific surface area and amorphous contents. Therefore, the present study characterized the zeolite particles after ball milling for 1 and 3 h using phase analysis by X-ray diffraction (XRD), particle size distribution by laser diffraction, microstructural analysis by scanning electron microscopy (SEM), moisture absorption rate, and relative chemical dissolution. The performance of milled clinoptilolite zeolite as a SCM with the replacement of up to 20% portland cement was evaluated through hydration kinetics (heat of hydration, setting time, chemical shrinkage, degree of hydration), workability, compressive strength, autogenous shrinkage, drying shrinkage, and alkali-silica reaction (ASR). Results revealed that 1 and 3 h of milling led to an increased specific surface area, moisture absorption capacity, and relative dissolution of particles, but had no visible effects on the crystalline structure of zeolite particles compared to the unmilled zeolite particles. For the hydrated system, both 1 and 3-h milled zeolite increased the overall heat of hydration leading to an increased silicate and aluminate reaction along with the acceleration effects in the setting time. The compressive strength of up to 20% milled (1 and 3 h) zeolite samples was increased by about 20 to 25% compared to the unmilled zeolite samples at an early age which suggested an increasing pozzolanic response of milled zeolite particles in the system due to an increased volume of hydrated phases and degree of hydration. Milling slightly decreased the workability by demanding a higher content of fresh water which was released at a later age leading to a higher drying and autogenous shrinkage. In addition, milling reduced the internal curing capacity leading to damage to the porous structure of zeolite particles. The use of up to 20% 3-h milled zeolite reduced the deleterious expansion by about 80% due to ASR compared to the control sample and the overall performance of milled clinoptilolite zeolite as the SCM was satisfactory in the hydrated system.

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