以废咖啡渣为再生建筑材料的地聚合物砂浆的性能:实验与预测分析

Ahmet Ferdi Şenol
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引用次数: 0

摘要

研究了废咖啡渣灰(K)作为部分替代砂(0%、5%、10%、15%)在基于粒状高炉矿渣的地聚合物砂浆中的可持续性。本研究通过实验测试和统计分析来评估材料的可加工性、力学性能、耐高温性能和微观结构。主要研究结果表明,钾含量显著影响加工性能、强度和物理性能。用K代替砂,由于其颗粒尺寸和孔隙度更细,可使可加工性降低21%。含有5% K的K5系列表现出最高的抗压强度改善,与对照相比,在第7天和第28天分别增加了8.9%和16.3%。然而,较高的钾含量(10%,15%)对机械性能产生负面影响。在高温下,高达400°C时发生明显的质量损失,之后在600°C时稳定,同时保持结构完整性。除K5外,孔隙率和吸水率随钾含量的增加而增加。显微组织分析表明,K5系形成致密、裂纹最小的基体,而K10和K15系表现出较多的微裂纹和孔隙。统计模型证实,温度对抗压和抗弯强度的影响最大,而K含量对质量损失的影响显著。
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 geopolymer mortar incorporating spent coffee grounds as a recycled building material: An experimental and predictive analysis
Spent coffee grounds ash (K) is investigated as a sustainable partial sand replacement (0 %, 5 %, 10 %, 15 %) in geopolymer mortars based on granulated blast furnace slag. This study assesses workability, mechanical performance, high-temperature resistance, and microstructure through experimental testing and statistical analysis. Key findings indicate that K content significantly influences workability, strength, and physical properties. Replacing sand with K reduced workability by up to 21 % due to its finer particle size and porosity. The K5 series, containing 5 % K, exhibited the highest compressive strength improvement, with gains of 8.9 % and 16.3 % at 7 and 28 days, respectively, compared to the control. However, higher K contents (10 %, 15 %) negatively impacted mechanical performance. At elevated temperatures, significant mass loss occurred up to 400 °C, after which it stabilized at 600 °C while maintaining structural integrity. Porosity and water absorption increased with K content, except in K5. Microstructural analysis revealed that the K5 series formed a dense, crack-minimal matrix, whereas K10 and K15 exhibited more microcracking and porosity. Statistical models confirmed that temperature had the greatest influence on compressive and flexural strengths, whereas K content significantly affected mass loss.
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