烧结底泥-水泥混凝土性能提升机制研究

    Performance improvement mechanism of sintered sludge-cement concrete

    • 摘要: 为促进生态环境和建材行业的协同发展,创新性地提出了一种采用硫酸钙和氯化钙协同水泥固化烧结底泥的绿色混凝土,并系统探究了硫酸钙和氯化钙对烧结底泥-水泥混凝土宏观性能、微观结构以及经济与环境效益的综合影响。结果表明:氯化钙和硫酸钙的掺加均显著提升了混凝土的力学性能,特别是在二者复掺下,抗压、抗折和劈裂强度分别提升了46.96%,34.38%和48.46%。抗冻性能方面,二者复掺有效降低了混凝土在冻融循环过程中质量和相对动弹性模量的损失,降低程度最高分别可达62.63%和93.32%,使得最大冻融循环经受次数增加25组。硫酸钙和氯化钙的协同工作会促进烧结底泥-水泥浆体的微观结构由疏松多孔转变为致密堆积,这是钙矾石膨胀和Friedel′s盐填充孔隙结构共同导致的结果。另外,上述混凝土提高单位强度所需成本和碳排放分别降低了20.86%和21.81%,是一种有前景的绿色高性能建材。

       

      Abstract: To promote coordinated development of the ecological environment and the building materials industry, this study proposed an innovative approach to use CaSO4 and CaCl2 in synergy with cement to solidify sintered sludge, creating an environmentally friendly green concrete. The comprehensive effects of CaSO4 and CaCl2 on the macroscopic properties, microstructure, economic and environmental benefits of sintered sludge-cement concrete were systematically explored. The results showed that the addition of CaSO4 and CaCl2 significantly improves the mechanical properties of the concrete, especially when they were combined, the compressive, flexural, and splitting strengths can be increased by 46.96%, 34.38% and 48.46%, respectively. In terms of frost resistance, the combined addition of both significantly reduced the loss of mass and relative dynamic modulus of elasticity during freeze-thaw cycles, with reductions of up to 62.63% and 93.32%, respectively, increasing the maximum number of freeze-thaw cycles by 25 times. The synergistic use of CaSO4 and CaCl2 transformed the microstructure of the sintered sludge-cement paste from loose and porous to dense and compact, which was the result of combination of calcium aluminate expansion and Friedel's salt filling the pore structure. Moreover, the cost and carbon emissions per unit strength provided by the mentioned concrete were reduced by 20.86% and 21.81%, respectively, making it a promising green high-performance building material.

       

    /

    返回文章
    返回