煤炭工程 ›› 2024, Vol. 56 ›› Issue (10): 201-207.doi: 10.11799/ce202410024

• 施工技术 • 上一篇    下一篇

软硬复合煤层瓦斯抽采穿层钻孔变形塌孔特征规律研究

张栋,任朝朋   

  1. 1. 煤炭工业规划设计研究院有限公司
    2. 中国矿业大学(北京)资源学院
    3. 中国矿业大学(北京)能源与矿业学院
    4. 煤炭工业规划设计研究院
    5.
  • 收稿日期:2022-10-13 修回日期:2024-02-26 出版日期:2023-10-20 发布日期:2025-01-16
  • 通讯作者: 张栋 E-mail:252646482@qq.com

Research on Characteristics of Borehole Deformation and Hole Collapse in Typical Soft and Hard Compound Coal Seam

  • Received:2022-10-13 Revised:2024-02-26 Online:2023-10-20 Published:2025-01-16

摘要: 为探究软硬复合煤层瓦斯抽采钻孔的变形规律,采用自主研发的“一种全角度瓦斯抽采钻孔稳定性动态监测装置”进行了现场监测,系统分析了硬煤、软煤、软硬复合煤层瓦斯抽采钻孔的变形情况,并采用COMSOL数值模拟手段对试验结果进行验证,结果表明:钻孔浅部竖直方向应变敏感程度滞后于水平方向,且呈交替性增大特征|钻孔应变衰减阶段前,存在一种短暂的伪平衡状态,其实质是煤体内部应力集聚,后突然释放而造成钻孔塌孔|在相同的外部载荷条件下,软弱界面将软硬复合煤层分割为两个相对独立的应力环境,煤层在软弱界面处发生介质突变和应力突变|硬煤层钻孔较软煤层钻孔的各部位变形小,二者均表现为浅部变形大、深部变形小,最终达到稳定环向应变,软硬复合煤层穿层孔在浅部变形与二者相近,穿层孔深部和软弱界面交叉截割形成应力集中区,应力集中区范围沿软弱界面和钻孔径向同时延伸并逐渐衰减,这种衰减呈不明显的非线性特征。

关键词: 软硬复合煤层, 瓦斯抽采钻孔, 软弱界面, 钻孔塌孔, 数值模拟

Abstract: In order to explore the deformation laws of gas drainage boreholes in soft and hard composite coal seams, the self-developed "a dynamic monitoring device for the stability of full-angle gas drainage boreholes" was used to conduct on-site monitoring. The system analyzed hard coal, soft coal, and soft coal. The deformation of gas drainage boreholes in hard composite coal seams, and the COMSOL numerical simulation method was used to verify the test results. The results show that the vertical strain sensitivity of the shallow part of the borehole lags behind that of the horizontal, and shows an alternating increase characteristic; Before the borehole strain attenuation stage, there is a short-term pseudo-equilibrium state, which is essentially the accumulation of internal stress in the coal body, which is then suddenly released to cause the borehole collapse; under the same external load conditions, the soft and hard interface will be a composite coal seam. Divided into two relatively independent stress environments, the coal seam has a sudden change of medium and a sudden change of stress at the weak interface; the deformation of each part of the hard coal seam is smaller than that of the soft coal seam, and both show large deformation in the shallow part and small deformation in the deep part. Finally, a stable hoop strain is achieved. The deformation of the perforation holes in the soft and hard composite coal seam in the shallow part is similar to the two. The deep part of the perforation holes and the weak interface cross and cut to form a stress concentration zone. The range of the stress concentration zone is along the weak interface and the borehole diameter. It extends at the same time and gradually attenuates. This attenuation presents an insignificant nonlinear characteristic.

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