铜尾矿对碱激发超高性能混凝土性能及微观结构的影响

Effects of copper tailings on the properties and microstructure of alkali-activated ultra-high-performance concrete

  • 摘要: 为促进铜尾矿的资源化利用,本文采用由矿渣、铜尾矿和硅灰共同构成的复合前驱体体系制备碱激发超高性能混凝土(Ultra-high performance concrete, UHPC),系统研究铜尾矿掺量对拌合物工作性能及力学性能的影响,并借助XRD、FTIR、TG-DSC、MIP与SEM-EDS等表征分析水化产物与界面过渡区(ITZ)特征。结果表明:随铜尾矿掺量增加,拌合物流动度提高,但凝结时间延长,抗压与抗折强度总体下降,且抗折性能对铜尾矿掺入更为敏感。当铜尾矿掺量不超过20%时,UHPC的28 d抗压和抗折强度分别保持在120 MPa和20.01 MPa以上。微观分析显示,引入铜尾矿会降低体系反应程度并减少C-(A)-S-H凝胶生成,增大总孔隙率并促进孔结构粗化;同时削弱浆体对骨料表面的包裹与胶结作用,导致ITZ退化,从而引起力学性能下降。综上表明,铜尾矿可作为碱激发UHPC复合前驱体组分,用于构建低碳胶凝材料体系。为兼顾固废资源化利用、UHPC高强性能与致密微观结构,其掺量宜控制在20%以内。

     

    Abstract: To promote the valorization of copper tailings, this study prepared alkali-activated ultra-high-performance concrete (UHPC) using a composite precursor system composed of slag, copper tailings, and silica fume. The influence of copper-tailings content on fresh workability and mechanical properties was systematically examined, and the hydration products and interfacial transition zone (ITZ) were characterized using XRD、FTIR、TG-DSC、MIP and SEM-EDS. The results show that increasing the copper-tailings content enhances flowability but delays setting, while compressive and flexural strengths decline overall, notably, the flexural performance is more sensitive to copper-tailings incorporation. When the copper-tailings replacement level does not exceed 20%, the 28-day compressive and flexural strengths of UHPC were maintained above 120 MPa and 20.01 MPa, respectively. Microstructural analyses revealed that the incorporation of copper tailings reduced the reaction degree of the system and suppressed the formation of C-(A)-S-H gel, thereby increasing the total porosity and promoting pore structure coarsening. Moreover, they weaken paste encapsulation and bonding at aggregate surfaces, degrade the ITZ, and ultimately impair mechanical performance. Overall, these findings indicate that copper tailings can be effectively incorporated as a component of the composite precursor in alkali-activated UHPC, providing a viable pathway for developing low-carbon cementitious materials. To ensure solid-waste valorization, high mechanical performance, and microstructural densification, the copper tailings content should not exceed 20%.

     

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