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    复合改性粉煤灰矿化CO2产物在不同胶凝材料中的应用研究

    Application of composite modified coal fly ash mineralized CO2 products in different cementitious materials

    • 摘要: 为发展粉煤灰(Coal Fly Ash,CFA)的碳矿化技术,制备了CFA基高效负碳材料,并探究将其矿化CO2产物掺加在不同胶凝材料体系中的应用效果。研究了将矿化产物按照5%和10%替代比分别加到普通硅酸盐水泥、硫铝酸盐水泥以及建筑石膏建材体系中,测试胶凝体系的力学性能、水化产物并分析微观结构。试验结果表明,改性CFA经过碳化以后,易碳化产物钙矾石(AFt)与C-S-H凝胶含量明显下降,碳酸钙(CaCO3)含量显著增加。在OPC体系中,掺入矿化产物可以显著提高力学性能:养护28 d时,与纯OPC试块相比,5%和10%替代比的试块抗压强度分别提高32.5%和24.2%,并且XRD结果显示体系中的CaCO3大多以方解石的形式存在;在SAC体系中,掺入矿化产物后前期力学性能略有下降,但养护28 d时,5%和10%替代比矿化产物的试块抗压强度分别提高9.0%和14.0%,说明掺入矿化产物可以提高SAC体系的后期力学性能;在BG体系中,与掺入相同替代比CFA的BG试块比较,5%矿化产物掺量可提高BG试块的力学性,10%掺量则略有下降,说明存在最佳掺量范围。研究结果为固废基CO2矿化产物的建材化利用提供了理论和数据支撑。

       

      Abstract: In order to develop the carbon mineralization technology of coal fly ash, coal fly ash-based high-efficiency carbon-negative materials were prepared in this study, and the application effect of their mineralized CO2 products in different cementitious material composites was explored. In this study, the mineralization products were added to the ordinary Portland cement, sulfoaluminate cement and building gypsum building materials according to the substitution ratio of 5% and 10%, respectively, and the mechanical properties and hydration products of the cementitious composite were tested and the microstructure was analyzed. The experimental results show that after carbonization, the AFt and C-S-H, which is easy to carbonize, decreases significantly, and the content of calcium carbonate increases significantly. When the curing reaches 28 days, the compressive strength of the test blocks with 5% and 10% substitution ratios can be increased by 32.5% and 24.2%, respectively, and the XRD results show that most of the CaCO3 in the composite exists in the form of calcite. In the sulfoaluminate cement composite, the mechanical properties of the mineralized products decreased slightly in the early stage, but when the curing reached 28 days, the compressive strength of the test blocks with 5% and 10% substitution was increased by 9.0% and 14.0%, respectively, compared with the mineralized coal fly ash, indicating that the mineralized coal fly ash could improve the mechanical properties of the sulfoaluminate cement composite in the later stage. In the building gypsum composite, the mechanical properties of the gypsum test block with a substitution ratio of 5% mineralized coal fly ash were improved, and the mechanical properties of the gypsum test block with a substitution ratio of 10% coal fly ash mineralization product decreased slightly, indicating that there was an optimal dosage range. The research results provides theoretical and data support for the building materials utilization of solid waste-based CO2 mineralized products.

       

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