欢迎访问《现代矿业》杂志官方网站,今天是 分享到:
×

扫码分享

现代矿业 ›› 2026, Vol. 42 ›› Issue (06): 44-51.

• 采矿工程 • 上一篇    下一篇

大梁湾煤矿垮落带和导水裂隙带发育高度联合 确定方法研究

李 伟1 黄 浩2   

  1. 1. 陕西省榆林市大梁湾煤矿有限公司;2. 中煤科工西安研究院(集团)有限公司
  • 出版日期:2026-06-25 发布日期:2026-07-15

Research on Combined Determination Method of Development Height of the Collapse Zone and Water-conducting Fracture Zone in Daliangwan Coal Mine

LI Wei1 HUANG Hao2   

  1. 1. Shaanxi Yulin Daliangwan Coal Mine Co.,Ltd.;2. CCTEG Xi'an Research Institute (Group) Co.,Ltd.
  • Online:2026-06-25 Published:2026-07-15

摘要: 在煤矿防治水工作中,垮落带和导水裂隙带发育会严重威胁煤矿的生产安全,造成 重大的经济损失。为确定大梁湾煤矿 30103 工作面 3# 煤层覆岩垮落带和导水裂隙带的发育高度, 采用现场实测(冲洗液漏失量、水位变化、钻孔电视窥视、压水试验、岩心地质编录和地球物理测井 等方法)、相似材料模拟实验和 FLAC3D数值模拟等方法,综合分析垮落带和导水裂隙带的发育高度 及演变规律。结果表明:煤矿工作面在开采后,上层覆岩会发育较高的导水裂隙带,多种现场实测 试验参数会发生突变效应,冲洗液会出现突然漏失、水位会骤降,渗透系数、渗透率会变大等。根 据突变特征,确定导水裂隙带发育高度为 109.4~161 m,冒落带发育高度为 20.54~55.4 m。随着采煤 工作面的掘进,导水裂隙带会明显扩张。通过相似材料模拟实验与数值模拟发现,在掘进280,288 m 处,导水裂隙带会扩张到 148,145.2 m。联合多种方法综合分析,最终确定大梁湾煤矿 30103 工作 面 3# 煤层导水裂隙带发育高度为 145.2~161 m(平均值 150.2 m),裂采比为 25.03。研究结果将为煤 矿未来生产中确定“两带”发育高度提供重要参考。

关键词: 导水裂隙带, 冒落带, 现场实测, 相似材料模拟

Abstract: In the water prevention and control work of coal mines,the development of thecollapse zone and water-conducting fracture zonecan seriously threaten the production safety of the coal mine and cause significant economic losses. To determine the development height of the overlying rock collapse zone and water-conducting fracture zone of the 3# coal seam in the 30103 working face of Daliangwan Coal Mine,various methods such as on-site measurement (including leakage volume of flushing fluid,water level changes,television observation of boreholes,water pressure test,core geological recording and geo⁃ physical logging),similar material simulation experiments and FLAC3D numerical simulation were adopted to comprehensively analyze the development height and evolution pattern of the collapse zone and water�conducting fracture zone. The results show that after the coal mining operation,the upper overlying rock will develop a higher water-conducting fracture zone,and multiple on-site measurement parameters will exhibit sudden change effects. The flushing fluid will suddenly leak,the water level will drop sharply,the permeability coefficient and permeability will increase,etc. Based on the sudden change characteristics, the development height of the water-conducting fracture zone is determined to be 109.4~161 m,and the development height of the collapse zone is 20.54~55.4 m. With the advancement of the coal mining face,the water-conducting fracture zone will expand significantly. Through similar material simulation experi⁃ ments and numerical simulation,it was found that at the 280 m and 288 m excavation points,the water�conducting fracture zone will expand to 148 m and 145.2 m,respectively. Through the combined analysis of multiple methods,the development height of the water-conducting fracture zone of the 3# coal seam in the 30103 working face of Daliangwan Coal Mine is determined to be 145.2~161 m (average value 150.2 m), and the fracture-mining ratio is 25.03. The research results will provide an important reference for deter⁃ mining the development height of the "two zones" in future coal mine production.

Key words: water-conducting fracture zone, collapse zone, field measurement, similar material simu? lation