中国安全科学学报 ›› 2025, Vol. 35 ›› Issue (S1): 78-85.doi: 10.16265/j.cnki.issn1003-3033.2025.S1.0013

• 安全工程技术 • 上一篇    下一篇

煤基固废对巷道路面混凝土性能的影响与安全调控研究

宋亚新1(), 陈凯1, 于明生1, 刘龙1, 张子龙1, 刘春江2   

  1. 1 国能包头能源有限责任公司 李家壕煤矿, 内蒙古 鄂尔多斯 017000
    2 辽宁工程技术大学 土木工程学院, 辽宁 阜新 123000
  • 收稿日期:2025-02-14 修回日期:2025-04-25 出版日期:2025-09-02
  • 作者简介:

    宋亚新 (1980—),男,陕西宝鸡人,本科,高级工程师,主要从事矿业工程运输方面的工作。E-mail:

Influence and safety regulation of coal-based solid waste on performance of concrete in roadway pavement

SONG Yaxin1(), CHEN Kai1, YU Mingsheng1, LIU Long1, ZHANG Zilong1, LIU Chunjiang2   

  1. 1 Lijiahao Coal Mine, Baotou Energy Co., Ltd. of National Energy Group, Ordos Inner Mongolia 017000, China
    2 School of Civil Engineering, Liaoning Technical University, Fuxin Liaoning 123000, China
  • Received:2025-02-14 Revised:2025-04-25 Published:2025-09-02

摘要: 为控制矿井下巷道路面建设成本并实现大宗煤基固废的近原位高值化利用,开发了以粉煤灰和煤矸石分别等质量取代水泥和天然碎石骨料的巷道路面混凝土材料。首先,通过坍落度试验评估新拌混凝土的工作性能;然后,采用抗压强度、抗折强度试验及干燥收缩测试研究硬化混凝土的力学性能与体积稳定性;最后,利用核磁共振技术分析混凝土内部的孔隙结构特征。结果表明:煤矸石掺量超过40%显著降低坍落度,适量粉煤灰可改善流动性但部分强度下降;10%粉煤灰可增强混凝土密实度,而20%掺量则恶化孔结构;核磁共振结果揭示了粉煤灰掺量对微观孔隙的显著影响;煤矸石增加了干燥收缩,但粉煤灰与适量三乙醇胺(TEA)(最佳掺量0.03%)能有效优化其抗干燥收缩性能。

关键词: 煤矸石, 粉煤灰, 核磁共振(NMR), 力学性能, 干燥收缩

Abstract:

In order to control the construction cost of roadway pavement in the mine and realize the near-in-situ high-value utilization of bulk coal-based solid waste, the concrete material of roadway pavement with fly ash and coal gangue to replace cement and natural gravel aggregate of equal quality was developed in this study. Firstly, the working performance of the freshly mixed concrete was evaluated by the slump experiment. Then, the mechanical properties and volume stability of hardened concrete were studied by compressive strength, flexural strength, and drying shrinkage tests. Finally, the pore structure characteristics of the concrete were analyzed by NMR technology. The experimental results show that the slump is significantly reduced when the coal gangue content exceeds 40%, and the appropriate amount of fly ash can improve the fluidity, but part of the strength decreases. 10% fly ash can enhance the compactness of concrete, while 20% content will deteriorate the pore structure. The NMR results reveal the significant effect of fly ash content on micropores. Coal gangue increases drying shrinkage, but fly ash and an appropriate amount of triethanolamine (TEA) (the optimal content is 0.03%) can effectively optimize its drying shrinkage resistance.

Key words: coal gangue, fly ash, nuclear magnetic resonance (NMR), mechanical property, drying shrinkage

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