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城市固体废弃物焚烧飞灰的CO预处理及其作为辅助胶凝材料的可行性应用。

CO pretreatment of municipal solid waste incineration fly ash and its feasible use as supplementary cementitious material.

作者信息

Ren Pengfei, Ling Tung-Chai, Mo Kim Hung

机构信息

College of Civil Engineering, Hunan University, Changsha 410082, Hunan, China.

College of Civil Engineering, Hunan University, Changsha 410082, Hunan, China.

出版信息

J Hazard Mater. 2022 Feb 15;424(Pt B):127457. doi: 10.1016/j.jhazmat.2021.127457. Epub 2021 Oct 8.

Abstract

In this study, municipal solid waste incineration fly ash (MSWIFA) was pretreated with CO via slurry carbonation (SC) and dry carbonation coupled with subsequent water washing (DCW). Both the treated MSWIFAs were then used as cement replacement in cement pastes by weight of 10%, 20% and 30% to investigate the influence on hydration mechanisms, physico-mechanical characteristics and leaching properties. The results showed that carbonates formed on the surface of SC-MSWIFA particles were finer (primarily 20-50 nm calcite) than those from the corresponding DCW-MSWIFA (mostly 130-200 nm vaterite). Hence, SC-MSWIFA blended cement pastes led to shorter setting time and higher early compressive strength than the DCW-MSWIFA pastes. In contrast, the presence of vaterite-rich DCW-MSWIFA in the blended cement pastes could accelerate the cement hydration after 24 h. Both the CO-pretreated MSWIFA can replace cement up to 30% without sacrificing the long-term strength and mechanical properties of cement pastes, demonstrating excellent performance as a supplementary cementitious material. Moreover, volume stability in terms of expansion and lead leaching of CO-pretreated MSWIFA cement pastes were far below the regulatory limits.

摘要

在本研究中,城市固体废弃物焚烧飞灰(MSWIFA)通过浆体碳酸化(SC)和干式碳酸化并随后水洗(DCW)的方式用CO进行预处理。然后将两种经处理的MSWIFA按10%、20%和30%的重量比用作水泥净浆中的水泥替代物,以研究其对水化机理、物理力学特性和浸出性能的影响。结果表明,SC-MSWIFA颗粒表面形成的碳酸盐比相应的DCW-MSWIFA形成的碳酸盐更细(主要是20 - 50nm的方解石)(大多是130 - 200nm的球霰石)。因此,与DCW-MSWIFA净浆相比,SC-MSWIFA掺合水泥净浆的凝结时间更短,早期抗压强度更高。相反,掺合水泥净浆中富含球霰石的DCW-MSWIFA在24小时后可加速水泥水化。两种经CO预处理的MSWIFA在不牺牲水泥净浆长期强度和力学性能的情况下,替代水泥的比例可达30%,作为辅助胶凝材料表现出优异的性能。此外,经CO预处理的MSWIFA水泥净浆在膨胀和铅浸出方面的体积稳定性远低于监管限值。

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