煤矸石骨料混凝土性能研究及其返井资源化应用

    Research on properties of coal gangue aggregate concrete and its resource utilization by returning underground

    • 摘要: 针对黄河流域煤炭绿色开发过程中面临的无煤柱开采巷旁支护和煤基固废堆积污染环境的问题,以及传统混凝土大量消耗天然砂石等不可再生资源的局限,本文结合实际应用需求,以煤矸石取代天然砂石制备煤矸石骨料混凝土,旨在减少天然砂石资源消耗并实现煤矸石固废的返井资源化利用。选取粒径为3~6 mm和6~13 mm的洗选煤矸石为研究骨料,首先对煤矸石的容重、吸水率、压碎指标及颗粒级配等物理性质进行测试,在此基础上,制备不同强度等级的煤矸石骨料混凝土,系统研究其力学性能、界面过渡区特征和微观形貌,揭示煤矸石骨料混凝土的胶结特性及其对强度的影响机制,为优化煤矸石骨料形态与颗粒级配提供科学依据。研究结果表明,煤矸石骨料与水泥浆体之间的界面黏结性能是影响混凝土强度的关键因素,通过优化煤矸石骨料的颗粒级配,可以有效改善界面过渡区的密实程度,从而提升混凝土的整体力学性能。基于上述研究,确定了强度等级为C30和C40煤矸石骨料混凝土的材料配合比,提出了煤矸石骨料混凝土返井资源化利用的技术路径,实现煤矸石返井资源化应用,为沿空留巷无煤柱开采的巷旁支护提供了一种新材料,也为推动黄河流域煤炭资源绿色开发提供了工程实践参考。

       

      Abstract: To address the challenges of roadside support of non-pillar coal mining and the environmental pollution from coal-based solid waste accumulation during the green development of coal resources in the Yellow River Basin, as well as the limitation of traditional concrete’s heavy consumption of non-renewable resources such as natural sand and gravel, this paper integrates practical application requirements, aims to replace natural sand and gravel with coal gangue to produce coal gangue aggregate concrete, thereby reducing the consumption of natural sand and gravel and enabling the resource utilization by returning underground of coal gangue solid waste. Washed coal gangue with particle sizes of 3-6 mm and 6-13 mm are selected as the research aggregate. The physical properties of the coal gangue, including bulk density, water absorption, crushing index, and particle size distribution, are first tested. On this basis, coal gangue aggregate concrete of different strength grades is prepared, and its mechanical properties, interfacial transition zone (ITZ) characteristics, and micromorphology are systematically investigated. The cementation characteristics of the coal gangue aggregate concrete and their influence mechanism on strength are further revealed, providing a scientific basis for optimizing the particle morphology and particle size distribution of the coal gangue aggregates. The results show that the interfacial bonding properties between the coal gangue aggregate and the cement paste are key factors influencing the concrete strength. By optimizing the particle size distribution of the coal gangue aggregate, the compactness of the interfacial transition zone (ITZ) can be effectively improved, thereby enhancing the overall mechanical properties of the concrete. Based on the above research, the mix proportions of C30 and C40 coal gangue aggregate concrete are determined, and the technical pathways for the resource utilization by returning underground of coal gangue aggregate concrete is proposed, thus achieving the underground backfill application of coal gangue. This provides a new material for roadside support non-pillar coal mining and offers an engineering practice reference for promoting the green development of coal resources in the Yellow River Basin.

       

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