煤炭工程 ›› 2019, Vol. 51 ›› Issue (10): 58-62.doi: 10.11799/ce20191014

• 生产技术 • 上一篇    

分层开采工作面底板注浆加固条件与效果研究

许延春,张罗迅,张书军,罗亚麒,李磊   

  1. 1. 中国矿业大学(北京)
    2. 中国矿业大学(北京)资源与安全工程学院
  • 收稿日期:2018-09-05 修回日期:2018-11-02 出版日期:2019-10-21 发布日期:2020-05-09
  • 通讯作者: 张罗迅 E-mail:415464427@qq.com

The research on the condition and effect of grouting reinforcement of working face floor

  • Received:2018-09-05 Revised:2018-11-02 Online:2019-10-21 Published:2020-05-09

摘要: 以我国富水矿区焦作矿区九里山矿14141工作面为工程背景,统计分析大量底板注浆钻孔揭示的地质和水文地质信息与参量,分析了工作面注浆加固条件,得到了评价注浆效果的方法。研究得如下结论:根据注浆钻孔涌水量对工作面底板突水危险区进行划分|得到钻孔涌水量和水压呈现正相关关系|通过分析不同深度出水次数和总的涌水量,表明L8灰岩含水层富水性弱于L2灰岩含水层富水性|指出断层对底板富水性和注浆有着明显的影响。综合分析涌水量、水压、注浆量三者之间的动态关系,并发现随着注浆的持续进行水压呈现整体增大的现象,反映了底板岩层中的裂隙得到有效封堵,含水层局部密闭性增加。低水压、低涌水量和低注浆量为注浆效果良好的标志。

关键词: 分层开采, 底板突水, 注浆加固, 断层带, 富水性, 密闭水体

Abstract: The effect of grouting reinforcement of floor is closely related to geology, hydrogeological condition and grouting engineering of the working face. Taking the 14141 working face of Jiulishan coalmine in the typical water-abundant Jiaozuo mining area as engineering background, this paper statistically analyzed the geological and hydrogeological information and parameters revealed by a large number of floor grouting boreholes, evaluated the conditions of grouting reinforcement, and further provided a method to assess the grouting effect. The conclusion of research showed that the water abundance in the floor was partitioned according to the water inflow in the grouting boreholes, based on which the positive correlation between the water inflow and water pressure was obtained. It was shown that the water abundance in L8 limestone aquifer was weaker than that of L2 limestone aquifer by analyzing the outflow frequency and total water volume in different depth, and impact of faults on water abundance in the floor and grouting effect was significant. By analyzing the dynamic relationship among water inflow, water pressure and grouting volume comprehensively, it was found that the water pressure was kept increasing as the grouting continued, which reflected that the fissures in the underlying strata were effectively grouted, and increased local tightness of aquifer. The results indicated low water pressure, low flow rate and low grouting volume were the signs of ideal grouting effect.

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