• 论文
主办单位:煤炭科学研究总院有限公司、中国煤炭学会学术期刊工作委员会
基于塑性区控制的巷道围岩支护理论与技术研究进展
  • Title

    Research progress of support theory and technology of the roadway surrounding rock based on the plastic zone control

  • 作者

    王卫军范磊赵志强韩森

  • Author

    WANG Weijun;FAN Lei;ZHAO Zhiqiang;HAN Sen

  • 单位

    湖南科技大学资源环境与安全工程学院中国矿业大学(北京)能源与矿业学院

  • Organization
    School of Resources, Environment and Safety Engineering, Hunan University of Science and Technology
    School of Energy and Mining Engineering, China University of Mining and Technology-Beijing
  • 摘要

    随着煤层开采深度的不断增加,深部巷道围岩稳定性控制已成为采矿领域的重大难题之一,深部巷道围岩控制效果直接关系煤矿井下的安全生产和人员健康。巷道开挖后,塑性区的出现是影响巷道围岩稳定的主要原因。从塑性区形成与扩展的视角出发,在整理和归纳现有巷道破坏机理和围岩塑性区理论等成果的基础上,探讨了巷道破坏模式与围岩塑性区分布的内在关系,认为巷道围岩控制从本质上来说就是控制围岩塑性区形成与扩展的过程。围岩塑性区扩展的时效特性以及锚杆支护对围岩塑性区的控制作用,成为科学有效控制巷道围岩的重要理论依据,并基于此提出巷道围岩稳定性的控制理论与技术。结果显示,塑性区是巷道开挖的产物,围岩塑性区的形成与扩展是矿山压力作用的结果,对于深部巷道,围岩塑性区的出现是必然的。科学控制塑性区需要全面认识塑性区在巷道围岩中所起的作用,既要让围岩通过塑性破坏释放体内能量,又要防止塑性区的无序扩展。因此,在巷道围岩控制过程中应以充分发挥围岩自承能力为主,支护干预为辅。深部巷道围岩塑性区的控制具有全局性和过程性,将对巷道全周期内围岩塑性区的控制划分为3个阶段,通过调控塑性区形态、抑制塑性区扩展,实现深部巷道围岩的稳定控制。

  • Abstract

    With the increasing depth of coal mining, the stability control of surrounding rock in deep roadway has become one of major problems in the mining field, and the effect of surrounding rock control in deep roadway is directly related to the safe production and health of personnel in underground coal mines. The emergence of plastic zone after roadway excavation is the main reason for the stability of the surrounding rock of the roadway. From the perspective of the formation and expansion of the plastic zone, this paper discusses the intrinsic relationship between the roadway damage mode and the distribution of the plastic zone of surrounding rock on the basis of the results from collating and summarizing the existing roadway damage theory and the theory of the plastic zone of surrounding rock. It is believed that the control of the surrounding rock of roadway is essentially the process of controlling the formation and expansion of the plastic zone of surrounding rock. The expansion of the plastic zone of surrounding rock and the control effect of anchor support on the plastic zone of surrounding rock have become an important theoretical basis for the scientific and effective control of surrounding rock in roadway, and based on this, the authors propose the theory and technology for the stability control of surrounding rock in roadway. The results show that the plastic zone is the product of roadway excavation, and the formation and expansion of the plastic zone of surrounding rock is the result of mine pressure. For deep roadways, the appearance of the plastic zone of surrounding rock is inevitable. Scientific control of plastic zone requires a comprehensive understanding of the role played by the plastic zone in roadway surrounding rock. It is necessary to allow the surrounding rock to release the energy in the rock body through plastic failure, but also to prevent the disorderly expansion of the plastic zone. Therefore, in the process of controlling the surrounding rock of roadway, the self-bearing capacity of the surrounding rock should be given a full play as the main focus, and the support intervention should be supplemented. The control of plastic zone of surrounding rock in deep roadway is global and procedural. The control of the plastic zone of the surrounding rock in the whole life of roadway is divided into three stages. By regulating the shape of the plastic zone and inhibiting the expansion of the plastic zone, the stability control of the surrounding rock of deep roadway is realized.

  • 关键词

    塑性区巷道围岩控制形成与扩展破坏模式支护机理

  • KeyWords

    plastic zone;surrounding rock control of roadway;formation and expansion;damage mode;supporting mechanism

  • 基金项目(Foundation)
    国家自然科学基金资助项目(52374088,52074115)
  • DOI
  • 引用格式
    王卫军,范磊,赵志强,等. 基于塑性区控制的巷道围岩支护理论与技术研究进展[J]. 煤炭学报,2024,49(1):320−336.
  • Citation
    WANG Weijun,FAN Lei,ZHAO Zhiqiang,et al. Research progress of support theory and technology of the roadway surrounding rock based on the plastic zone control[J]. Journal of China Coal Society,2024,49(1):320−336.
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    图(13) / 表(1)

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