Recycled cement use to produce fly ash – based geopolymer binders suitable for ambient curing: Comparison with slag effects

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2025-03-21 Epub Date: 2025-02-17 DOI:10.1016/j.conbuildmat.2025.140394
D. de Klerk , A. Naghizadeh , S.O. Ekolu , M. Welman-Purchase
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Abstract

This paper presents an investigation into potential use of recycled ordinary Portland cement waste powder as a supplementary binder material for accelerating the setting times of the fly ash – based geopolymer binder system, thereby enabling strength development under ambient curing. Typically, fly ash – based geopolymer binders exhibit long setting times and accordingly require curing at elevated temperatures for the system to achieve early – age strength development. In this study, recycled cement material was prepared by crushing and milling hardened Portland cement paste. The recycled cement material was then incorporated into fly ash – based geopolymer mortars at proportions of 0–20 % by weight. The performance of recycled cement was compared with that of mixtures containing 20 % or 40 % ground granulated blast – furnace slag. The activator used to prepare geopolymer mixtures, was a binary alkali solution comprising sodium silicate and sodium hydroxide. Various mechanical properties were measured including flow workability, setting time at ambient temperature, compressive strength and drying shrinkage. Also measured were pore – related physical properties. Analytical studies were performed using X – ray diffraction and scanning electron microscopy. It was found that the optimal proportions of 7.5–10 % recycled ordinary Portland cement, produced ambient – cured mixtures of suitable initial setting time values ranging from 100 to 165 min, along with low drying shrinkage not exceeding 0.50 % and higher 28 – day compressive strength of about 60 MPa, these values being better relative to those of the control fly ash – based geopolymer mortar. Recycled cement was generally more effective than ground granulated blast – furnace slag.
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用再生水泥生产适合环境养护的粉煤灰基地聚合物粘结剂:与矿渣效果的比较
本文研究了再生普通硅酸盐水泥废粉作为辅助粘结材料的潜在用途,以加速粉煤灰基地聚合物粘结体系的凝结时间,从而使其在环境养护下的强度发展。通常,粉煤灰基地聚合物粘结剂表现出较长的凝固时间,因此需要在高温下固化,以使体系达到早期强度发展。本研究以硬化波特兰水泥膏体为原料,通过破碎磨粉制备再生水泥材料。然后将再生水泥材料以0-20 %的重量比例掺入粉煤灰基地聚合物砂浆中。将再生水泥与掺有20% %和40% %磨粒矿渣的水泥进行性能比较。用于制备地聚合物混合物的活化剂是由硅酸钠和氢氧化钠组成的二元碱溶液。测试了各种力学性能,包括流动和易性、室温凝固时间、抗压强度和干燥收缩率。还测量了孔隙相关的物理性质。利用X射线衍射和扫描电子显微镜进行了分析研究。结果表明,以7.5-10 %的再生普通硅酸盐水泥为最优配比,制备的环境固化砂浆初凝时间为100 ~ 165 min,干燥收缩率不超过0.50 %,28天抗压强度约为60 MPa,优于对照粉煤灰基地聚合物砂浆。再生水泥一般比磨碎的高炉矿渣更有效。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
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