首页 | 本学科首页   官方微博 | 高级检索  
     

固体充填采煤超大跨度开切眼成巷及支架安装技术
引用本文:丁其乐,周跃进.固体充填采煤超大跨度开切眼成巷及支架安装技术[J].煤炭学报,2015,40(6):1333-1338.
作者姓名:丁其乐  周跃进
作者单位:1.中国矿业大学 矿业工程学院,江苏 徐州 221116;; 2.中国矿业大学 煤炭资源与安全开采国家重点实验室,江苏 徐州 221116
基金项目:国家重点基础研究发展计划(973)资助项目(2013CB227900);国家自然科学基金资助项目(51374201)
摘    要:为解决固体充填采煤超大跨度开切眼围岩稳定控制难题,基于充填采煤液压支架的结构特点,提出支架整体安装一次成巷法、后顶梁滞后安装一次成巷法和降低后顶梁安装二次扩面法3种不同的开切眼成巷方法。通过综合分析支架安装工艺、大断面顶板悬露时间及围岩控制等因素,得出了降低后顶梁安装二次扩面法更有利于围岩稳定的结论。以河南某矿10.2 m长充填采煤液压支架为例,采用降低后顶梁安装二次扩面法的开切眼成巷工艺,设计了总跨度8.7 m、长度100 m的开切眼,采取高预紧力锚杆锚索和二次扩面段单体液压支柱加强支护的围岩控制方案,利用数值模拟对开切眼围岩变形量和塑性区破坏深度进行分析,确定初次导硐跨度及二次扩面长度分别为5 m和12 m。工业试验及现场实测表明,对于固体充填采煤超大跨度开切眼采用降低后顶梁安装二次扩面法,可以有效的控制超大跨度开切眼变形,确保充填采煤工作面的快速安装,达到了预期的效果。

关 键 词:大跨度开切眼  围岩控制  充采支架  成巷方法  
收稿时间:2015-02-25

Tunneling method and support installation in large span open-off cut of solid backfill mining
Abstract:In order to solve the stability control problems of surrounding rocks of a large span open-off cut in solid backfill mining,three different open-off cut forming methods including support integral installation under once tunneling,posterior top beam following installation under once tunneling and lowering posterior top beam installation under twice tunneling were proposed based on the structural features of a solid backfill hydraulic support.From the comprehensive analysis of indicators such as support installing technology and the exposure time of large section roof,the lowering posterior top beam installation under twice tunneling method was proved to be better for surrounding rock stability.Taking a 10.2 m length solid backfill hydraulic support of a mine in Henan as an example,a 8.7 m width and 100 m length open-off cut was designed using the lowering posterior top beam installation under twice tunneling.High pre-stressed bolts and cables in the whole tunnel and hydraulic props for strengthening support in the twice tunneling segment were adopted as the scheme for stability control of surrounding rocks.The reasonable width of primary tunneling and length of twice tunneling are 5 m and 12 m respectively from the numerical analysis results of the open-off cut deformation and failure depth of plastic zone.The proposed tunneling method and support installation are successfully applied to the coal mine in Henan,the in-situ tests show that the deformation of large span open-off cut is effectively controlled and the installation of open-off cut was smooth.
Keywords:large span cut-hole  stability control of surrounding rocks  backfill hydraulic support  tunneling method
本文献已被 万方数据 等数据库收录!
点击此处可从《煤炭学报》浏览原始摘要信息
点击此处可从《煤炭学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号