Development of eco-friendly brick waste-based geopolymers: effect of calcium incorporation on rheology, compressive strength, microstructure, and eco-efficiency

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Allan G. Borçato , Juliana M. Casali , Andrea M. Betioli , Ronaldo A. Medeiros-Junior
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Abstract

This study investigated the development of geopolymers from low-reactivity residual precursors for the development of eco-efficient geopolymers. Brick waste (BW) was used as the sole precursor. Calcium hydroxide (CH) was used to enhance the properties of the geopolymers. Semi-adiabatic calorimetry and rheological tests evaluated the fresh state. Compressive strength, water absorption, and void index tests evaluated the mechanical properties. XRD, SEM, and EDS analyses investigated the microstructure. Embodied energy and carbon emissions were used to analyze the sustainability of the geopolymers. The results showed that the incorporation of high levels of CH increased the yield stress, plastic viscosity, and thixotropy. Conversely, the incorporation of CH was essential to improve compressive strength. The increase in compressive strength varied between 61.1 % and 126.2 % at 28 days due to the incorporation of CH. Microstructural analyses indicated that the C-A-S-H gel promoted an increase in compressive strength. Semi-adiabatic calorimetry showed that CH incorporation accelerated the geopolymerization reactions. Compressive strength was limited by the zeolite formation observed in the 20 % CH mixture. The sustainability analysis showed that the mixtures with 10 % and 15 % CH produced higher eco-efficiency and better results in terms of rheological and compressive strength, respectively. In conclusion, this study showed that geopolymers can be produced from low-reactivity waste materials, contributing to the development of sustainable construction materials.
环保砖废土聚合物的开发:钙掺入对流变性、抗压强度、微观结构和生态效率的影响
本研究探讨了低反应性残留前驱体地聚合物的开发,以开发生态高效地聚合物。用废砖(BW)作为唯一的前驱体。用氢氧化钙(CH)增强地聚合物的性能。半绝热量热法和流变学试验评估了新鲜状态。抗压强度、吸水率和孔隙指数测试评估了机械性能。XRD, SEM和EDS分析了其微观结构。利用隐含能量和碳排放量对地聚合物的可持续性进行了分析。结果表明,高水平CH的掺入增加了屈服应力、塑性粘度和触变性。相反,CH的掺入对提高抗压强度至关重要。在28天内,由于CH的加入,抗压强度的增加在61.1%到126.2%之间。微观结构分析表明,C-A-S-H凝胶促进了抗压强度的增加。半绝热量热法表明,CH的掺入加速了地聚合反应。抗压强度受20% CH混合物中沸石形成的限制。可持续性分析表明,添加10%和15% CH的混合物在流变学和抗压强度方面分别具有更高的生态效率和更好的结果。总之,本研究表明,地聚合物可以从低反应性的废物中生产出来,有助于可持续建筑材料的发展。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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