煤炭工程 ›› 2019, Vol. 51 ›› Issue (9): 62-65.doi: 10.11799/ce201909014

• 施工技术 • 上一篇    下一篇

深井大松动圈软岩巷道支护技术

刘二层   

  1. 河南龙宇能源股份有限公司车集煤矿
  • 收稿日期:2018-07-09 修回日期:2018-09-21 出版日期:2019-09-20 发布日期:2020-05-11
  • 通讯作者: 刘二层 E-mail:284523698@qq.com

Technology of soft rock roadway in deep high stress and large loose circle

  • Received:2018-07-09 Revised:2018-09-21 Online:2019-09-20 Published:2020-05-11

摘要: 针对车集煤矿23下部采区复杂的围岩条件及原支护形式下的巷道破坏情况,对23下部采区轨道下山的地应力及围岩松动圈进行了测试,测试结果表明巷道水平应力大于垂直应力,地应力特征为水平应力场型,巷道围岩松动圈属于大松动圈软岩巷道。依据连续梁支护原理,采用大锚杆配合纵横向钢带交错联合支护方式,并强化了帮部的支护,实现了巷道围岩的整体控制,有效地防止了巷道的围岩变形,取得了较好的支护效果,为相似条件下的巷道支护提供一定的技术借鉴。

关键词: 大松动圈, 软岩巷道, 支护技术, 连续梁, 大锚杆, 钢带

Abstract: Aiming at the complicated surrounding rock condition and roadway failure under the original supporting form in the lower 23 mining area of Juji Coal Mine, the ground stress and surrounding rock loosening zone of the lower 23 mining area are tested. The results show that the horizontal stress of the roadway is greater than the vertical stress, and the ground stress characteristics are of the horizontal stress field type, and the roadway surrounding rock loosening zone belongs to the roadway surrounding rock loosening zone. Yu Dasong moved around the soft rock roadway. According to the principle of continuous beam support, the large bolt combined with longitudinal and transverse steel band staggered combined support is adopted, and the support of the side is strengthened, the whole control of the surrounding rock of the roadway is realized, the deformation of the surrounding rock of the roadway is effectively prevented, and the better supporting effect is obtained, which provides certain technical reference for the roadway support under similar conditions.