煤炭工程 ›› 2020, Vol. 52 ›› Issue (3): 43-47.doi: 10.11799/ce202003009

• 施工技术 • 上一篇    下一篇

复杂膨胀性围岩条件下交岔点支护技术研究

赵长红,吕兆海   

  1. 1. 宁夏煤炭基本建设公司建井公司
    2. 神华宁夏煤业集团金家渠煤矿
  • 收稿日期:2019-02-21 修回日期:2019-05-05 出版日期:2020-03-10 发布日期:2020-05-11
  • 通讯作者: 赵长红 E-mail:zhaochanghong@nxmy.com

Research on supporting technology of roadway intersection under the stress of complex expansive surrounding rock

  • Received:2019-02-21 Revised:2019-05-05 Online:2020-03-10 Published:2020-05-11

摘要: 针对复杂膨胀性围岩条件下交岔点高应力集中区围岩稳定性控制和支护技术难题,通过对交岔点围岩变形表现形式、交岔点围岩变形机理的研究分析,提出了交岔点支护难点及重点。基于围岩控制理论分析,提出了“有限让压的柔性支护+全断面封闭抗压的刚性支护技术”,前期柔性支护采用“高强、高预应力锚杆+锚索+喷浆”联合支护有限度控制围岩变形,允许围岩在可控范围内释放围岩应力|后期通过架设异形支架与支撑架组成的联合支护体并喷射混凝土对交岔点围岩进行全断面封闭抗压支护,有效控制巷道交岔点围岩的变形。确保了交岔点围岩变形的整体可控性、稳定性,达到了预期支护效果。

关键词: 复杂膨胀性围岩, 交岔点, 全断面封闭, 有限让压, 支撑架

Abstract: In view of the technical problems of stability control and support in the high stress concentration area of the intersection point of roadway with complex expansion, the paper puts forward the difficulties and key points of support at the intersection point of roadway through the study and analysis of the deformation form and mechanism of surrounding rock at the intersection point of roadway. Based on the theoretical analysis of the rock control support at the intersection point, the flexible support with limited compressive pressure plus the rigid support technology with closed and compressive section is proposed. In the early stage, high strength and high prestress anchorages + anchor cables + grouting combined support are used to control the deformation of surrounding rock to a limited extent, allowing the surrounding rock of roadway to release the surrounding rock stress within a controlled range; In the later period, the deformation of the rock around the intersection point was effectively controlled by setting up a joint support body composed of a special-shaped support frame and a concrete injection to the surrounding rock at the intersection point. It ensures the overall control and stability of the rock deformation around the intersection point and achieves the expected support effect.

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