煤炭工程 ›› 2014, Vol. 46 ›› Issue (6): 39-42.doi: 10.11799/ce201406014

• 施工技术 • 上一篇    下一篇

综放大断面回采巷道底鼓诱因及控制技术

赵启峰   

  1. 华北科技学院
  • 收稿日期:2013-10-09 修回日期:2013-11-13 出版日期:2014-06-10 发布日期:2014-06-16
  • 通讯作者: 赵启峰 E-mail:108366078@qq.com

The Causes and Control Technology of Floor Heave on Large Cross-sectional Mining Roadway of Fully Mechanized Top Coal Caving

  • Received:2013-10-09 Revised:2013-11-13 Online:2014-06-10 Published:2014-06-16

摘要:

摘要:针对中煤平朔井工一矿4107等综放面回采巷道剧烈底鼓现象,本文分析了综放大断面回采巷道围岩条件及底鼓发生机理,继而提出了“卸压与加固联合”的底鼓控制措施,即开凿卸压槽与优化帮角锚网支护参数相结合,通过现场实测巷道底板破坏深度,确定卸压槽开凿深度为0.6~0.8 m。“卸压与加固联合”的底鼓控制方案工程实践表明:巷道最大底鼓量为227 mm,最大底鼓速率为38.5 mm/d,底鼓量及变形速率均在可控范围之内,确保了大断面回采巷道围岩的稳定。

关键词: 关键词:大断面煤巷, 底鼓诱因, 底角锚杆, 卸压槽, 底鼓控制

Abstract:

Abstract:In view of the severe floor failures of large cross-sectional mining roadway in No.1 Coal Mine of China Coal Pingshuo Group Co., ltd, this article analyzed the conditions of surrounding rock, studied the mechanism of the floor heave in large cross-sectional mining roadway of fully mechanized top coal caving. The combinatorial controlling measures which called “pressure-relief and reinforced supporting” were put forward; these were the specific implementation of excavating pressure-relief cutting and optimization roadway-side supporting. Additionally,through field test of roadway floor damage depth, the digging depth of pressure-relief cutting was determined as 0.6 ~ 0.8 m. Through the engineering tests of the combinatorial controlling technique,the results showed that the maximum displacement and the maximum rate of floor heave were 227 mm and 38.5 mm/d.Thus,the combinatorial controlling technique can effectively control the floor heave and keep the surrounding rock in stable.

Key words: Key words: large cross-sectional mining roadway, the causes of floor heave, floor bolting, pressure-relief cutting, control technology of floor heave

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