脱硫灰协同选冶尾矿制备固废基混凝土的性能和水化机制

Performance and hydration mechanism of solid waste-based concrete prepared by co-utilizing desulfurization ash and beneficiation tailings

  • 摘要: 为实现工业固体废物的资源化利用与绿色低碳发展,研发得到一种脱硫灰协同选冶尾矿制备的固废基混凝土,系统探究脱硫灰含量对混凝土工作性能、力学性能、耐久性、环境安全性的影响及其水化机制。结果表明:通过配比优化,确定脱硫灰的最适含量为25%(TW25),对应的胶凝材料质量比例为水泥6%、矿粉34.5%、钢渣34.5%、脱硫灰25%,此时混凝土料浆具有良好的工作性能,初凝时间与终凝时间分别为185和374 min,且展现出较优的扩展度和坍落度。抗压强度测试显示,TW25在28 d的抗压强度达40.53 MPa,超过GB/T 50010—2010《混凝土结构设计规范》中C30等级混凝土标准要求。抗氯离子渗透性能方面,TW25在3和28 d的电通量分别为561和124 C,表现出良好的抗氯离子渗透性能。重金属和\mathrmSO_4^2- 浸出测试表明,所有试样的有害物质浸出浓度均低于GB 5749—2022《生活饮用水卫生标准》限值,环境安全性较高。水化产物分析表明,掺入脱硫灰后混凝土中生成了CaSO4·2H2O和钙矾石,这与脱硫灰中提供的\mathrmSO_4^2- 和Ca源密切相关,其中TW25中脱硫灰与钢渣、矿粉产生协同作用,促进钙矾石(长度约1 μm)和水化硅酸钙凝胶(C—S—H)的生成,TW25中水化产物的Si 2p、Ca 2p、Al 2p、O 1s化学轨道元素结合能提高证明了含Ca、Al、S水化产物的结晶聚合程度提高。多种水化产物的生成改善了微观结构并增强了TW25力学性能。本研究为工业固废的高值化利用与低碳混凝土开发提供了理论依据。

     

    Abstract: To achieve the resource utilization of industrial solid waste and promote green and low-carbon development, an innovative strategy was developed to prepare solid waste-based concrete through co-utilizing desulfurization ash and beneficiation tailings. The effects of desulfurization ash content on the workability, mechanical properties, durability, environmental safety, and hydration mechanism of the concrete were systematically investigated. The results showed that, through mix proportion optimization, the optimal desulfurization ash content was determined to be 25% (TW25), corresponding to a binder composition of 6% cement, 34.5% blast furnace slag, 34.5% steel slag, and 25% desulfurization ash. At this ratio, the concrete slurry exhibited good workability, with initial and final setting time of 185 minutes and 374 minutes, respectively, and demonstrated favorable spread and slump characteristics. Compressive strength tests revealed that TW25 achieved a 28-day compressive strength of 40.53 MPa, exceeding the C30 concrete standard specified in the Code for Design of Concrete Structures (GB/T 50010-2010). In terms of chloride ion resistance, TW25 exhibited electric fluxes of 561 C at 3 days and 124 C at 28 days, indicating excellent resistance to chloride ion penetration. Leaching tests for heavy metals and \mathrmSO_4^2- showed that the concentrations of hazardous substances in all specimens were below the limits specified in the Standards for Drinking Water Quality (GB 5749-2022), indicating high environmental safety. Hydration product analysis revealed that the incorporation of desulfurization ash led to the formation of gypsum (CaSO4·2H2O) and ettringite in the concrete, which was closely related to the \mathrmSO_4^2- and calcium sources provided by the desulfurization ash. In particular, TW25 exhibited a synergistic effect among desulfurization ash, steel slag, and blast furnace slag, which promoted the formation of ettringite (approximately 1 μm in length) and calcium silicate hydrate gel (C—S—H). The increase in the binding energies of Si 2p, Ca 2p, Al 2p, and O 1s orbitals in the hydration products of TW25 confirmed the enhanced crystallization and polymerization of Ca-, Al-, and S-containing hydration phases. The formation of multiple hydration products improved the microstructure and significantly enhanced the mechanical properties of TW25. This study provides a theoretical foundation for the high-value utilization of industrial solid waste and the development of low-carbon concrete.

     

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