多尺度纤维增强地聚合物复合材料力学性能与碳排放评价

Mechanical Properties and Carbon Emission Assessment of Multiscale Fiber-Reinforced Geopolymer Composites

  • 摘要: 为实现建材低碳化与高性能化,利用工业固废制备多尺度纤维增强地聚合物复合材料(FRGC),系统研究其工作性能、力学性能及碳排放特征。通过正交试验分析矿渣与粉煤灰比例、碱激发剂掺量、PVA纤维长度及硅灰掺量等因素对材料性能影响,并确定最优配合比。在此基础上,以PVA纤维体积分数(0~1.5%)和碳酸钙晶须掺量(0~2.0%)为变量开展物理力学性能试验。结果表明,适量PVA纤维与碳酸钙晶须通过桥联、成核与填充作用实现协同增强,抗折和抗压强度最高分别提高约31%和41%,而掺量过高时团聚效应削弱增强效果。基于试验结果建立了FRGC抗折和抗压强度预测模型,并验证其适用性。SEM-EDS分析表明材料内部结构较为致密,主要生成C-(A)-S-H和N-A-S-H凝胶,PVA纤维与钙晶须共同形成多尺度增强机制。碳排放评估结果表明,FRGC碳排放较普通硅酸盐砂浆降低约50%,环境效益因子最低达0.34,在提升力学性能的同时具有良好的减碳优势。

     

    Abstract: To achieve low-carbon and high-performance building materials, a multi-scale fiber-reinforced geopolymer composite (FRGC) was prepared using industrial solid wastes. The workability, mechanical properties, and carbon emission characteristics of the material were systematically investigated. An orthogonal experimental design was employed to evaluate the effects of slag–fly ash ratio, alkali activator dosage, PVA fiber length, and silica fume content on the material performance, and the optimal mix proportion was determined. On this basis, physical and mechanical tests were conducted by varying the PVA fiber volume fraction (0–1.5%) and calcium carbonate whisker content (0–2.0%). The results indicate that appropriate incorporation of PVA fibers and calcium carbonate whiskers can achieve synergistic reinforcement through bridging, nucleation, and filling effects, with the flexural and compressive strengths increasing by up to 31% and 41%, respectively. However, excessive dosages lead to agglomeration, which weakens the reinforcing effect. Based on the experimental results, prediction models for the flexural and compressive strengths of FRGC were established and verified. SEM-EDS analysis reveals a dense internal microstructure dominated by the formation of C-(A)-S-H and N-A-S-H gels, with PVA fibers and whiskers forming a multi-scale reinforcement mechanism. Carbon emission assessment shows that the carbon emissions of FRGC are reduced by approximately 50% compared with ordinary Portland cement mortar, with a minimum environmental efficiency factor of 0.34, demonstrating significant carbon reduction benefits while improving mechanical performance.

     

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