基于赤泥无害化与资源化的多元固废协同处理试验研究
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作者单位:

1.中国海洋大学海洋环境与生态教育部重点实验室;2.中国海洋大学环境科学与工程学院

作者简介:

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中图分类号:

TU448

基金项目:

国家自然科学基金项目面上项目(52378380,52078474,51779235)


Experimental study of multifaceted solid waste synergistic treatment based on harmlessness and resource utilization of red mud
Author:
Affiliation:

1.Key Laboratory of Marine Environment and Ecology,Ministry of Education,Ocean University of China;2.China;3.College of Environmental Science and Engineering,Ocean University of China,Qingdao,

Fund Project:

National Natural Science Foundation of China(52378380,52078474,51779235)

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    摘要:

    赤泥是铝工业生产过程中产生的一种固体废弃物。为解决长期堆放导致的土地资源浪费和环境污染及资源化利用问题,本文采用以电石渣、高炉矿渣、粉煤灰、磷石膏、石墨烯为组分的CGFPA固化剂对赤泥进行无害化处理。利用无侧限抗压强度、酸碱度及毒性浸出等试验,研究固化剂掺量、总初始含水量、养护龄期对固化/稳定化赤泥的强度特性、酸碱性及毒性浸出特性的影响规律。研究结果表明,随总含水比的增加,固化/稳定化赤泥的无侧限抗压强度先增加后减小、而污染物浸出浓度则先降低后升高,即存在强度最大、污染物浸出浓度最低的最优总含水比(总初始含水量与赤泥液限之比),最优含水比随固化剂掺入比线性增加,掺入比为15%、20%、25%、30%时,最优含水比分别为1.0、1.2、1.3、1.4,对应的最优总初始含水量分别为37.8%、45.4%、49.1%、52.9%。固化/稳定化赤泥的pH值随养护龄期的增加而降低,90d后均低于9.5;随总含水比的增加而降低,并逐渐趋于稳定。此外,固化/稳定化赤泥中的污染物浸出浓度随固化剂掺入比增加逐渐降低,当掺入比为30%、总含水比为1.4时,7种污染物稳定率均能达到80%以上。研究成果对于赤泥的无害化处理和资源化利用具有一定的现实意义。

    Abstract:

    Red mud is a kind of solid waste in the production process of aluminum industry. In order to solve the waste of land resources and environmental pollution and resource utilization problems caused by long-term stockpiling, this paper adopts CGFPA curing agent with calcium carbide residue, ground granulated blast furnace slag, fly ash, phosphogypsum and graphene as components for the harmless treatment of red mud. Tests of unconfined compressive strength, acidity and alkalinity, and toxicity leaching were used to study the effects of curing agent dosing, total initial moisture content, and curing age on the strength properties, acidity and alkalinity, and toxicity leaching properties of solidified/stabilized red mud. The results show that the unconfined compressive strength of solidified/stabilized red mud increases and then decreases, while the pollutant concentration decreases and then increases, there exists an optimal total water content ratio (the ratio of the total initial water content to the liquid limit of the red mud) with the maximum strength and the lowest pollutant concentration, and that the optimal water content ratio increases linearly with the mixing ratio of the binder. The optimal water content ratios are 1.0, 1.2, 1.3, and 1.4 for 15%, 20%, 25%, and 30% mixing ratios, respectively, corresponding to the optimal total initial water content of 37.8%, 45.4%, 49.1%, and 52.9%, respectively. The pH value of the solidified/stabilized red mud decreased with the increase of the curing age, and was lower than 9.5 after 90ds; it decreased with the increase of the total water content ratio, and gradually tended to be stabilized. In addition, the concentration of pollutants in the solidified/stabilized red mud decreased gradually with the increase of binder mixing ratio, and the removal rate of seven pollutants could reach more than 80% when the mixing ratio was 30% and the total water content ratio was 1.4. The research results have certain practical significance for the harmless treatment and resource utilization of red mud.

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  • 收稿日期:2024-11-26
  • 最后修改日期:2025-02-24
  • 录用日期:2025-02-24
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