煤炭工程 ›› 2026, Vol. 58 ›› Issue (3): 69-78.doi: 10.11799/ce202603009

• 设计技术 • 上一篇    下一篇

矸石充填超长工作面沿空留巷关键技术参数研究

白 雨,张 强,杨 康,杨建军,李 江,邓攀博,金子山,李 航,王骏宇,王化春   

  1. 1. 中国矿业大学 矿业工程学院,江苏 徐州 221116

    2. 鄂托克旗建元煤焦化有限责任公司,内蒙古 鄂尔多斯 016064

  • 收稿日期:2025-06-16 修回日期:2025-07-14 出版日期:2026-03-10 发布日期:2026-04-14
  • 通讯作者: 杨康 E-mail:yangkanghpu@163.com

Key parameters of gob-side entry retaining in gangue backfilling ultra-long working faces #br#

  • Received:2025-06-16 Revised:2025-07-14 Online:2026-03-10 Published:2026-04-14
  • Contact: YANG Kang E-mail:yangkanghpu@163.com

摘要:

针对矸石充填超长工作面沿空留巷参数设计难题, 采用理论分析、力学计算、数值模拟等综合研究方法,创新性提出箱式模板充填体浇筑沿空留巷技术,分析6种沿空留巷方法的技术经济优缺点,优化设计了矸石充填超长工作面沿空留巷关键技术参数。结果表明:理论计算得出巷旁支护体的合理宽度为2.94 m、强度为8. 08 MPa;模拟得出当巷旁支护体宽度超过3m时,沿空留巷断面均为原断面85%以上,可有效抑制沿空留巷变形破坏,与理论计算结果高度吻合,验证参数设计的准确性;进一步量化分析表明,巷旁支护体宽度对围岩变形控制的影响权重显著高于矸石充实率;随着矸石充实率增大,沿空留巷断面收缩率呈现先平缓后减小的趋势,当矸石充实率小于75%时,沿空留巷断面收缩率变化不明显。

关键词: 矸石充填开采, 超长工作面, 沿空留巷, 参数设计, 围岩变形

Abstract:

To address the parameter design challenges of gob-side entry retaining in gangue filling ultra-long workfaces, comprehensive research methods including theoretical analysis, mechanical calculations, and numerical simulation were adopted. An innovative box-form filling body casting technology for gob-side entry retaining was proposed. The technical and economic advantages and disadvantages of six gob-side entry retaining methods were analyzed, and key technical parameters for gangue filling ultra-long workfaces were optimized. The results show: theoretical calculations determined the reasonable width of the roadside support body as 2.94 m with a strength of 8.08 MPa; simulations revealed that when the roadside support body width exceeds 3 m, the gob-side entry retains over 85% of its original cross-section, effectively controlling deformation and failure, showing high consistency with theoretical results and verifying parameter accuracy; quantitative analysis indicates the roadside support body width has significantly higher influence weight on surrounding rock deformation control than gangue filling ratio; as gangue filling ratio increases, the cross-section shrinkage rate first stabilizes then decreases, with no significant change observed when gangue filling ratio is below 75%.

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