首页 | 本学科首页   官方微博 | 高级检索  
     

破碎大巷变形机理与注锚加固技术
引用本文:祁和刚,郭夕祥,于士芹,辛中选,于剑英. 破碎大巷变形机理与注锚加固技术[J]. 煤炭学报, 2008, 33(11): 1224-1229
作者姓名:祁和刚  郭夕祥  于士芹  辛中选  于剑英
作者单位:中国中煤能源股份有限公司,北京,100011;上海大电能源股份有限公司姚桥煤矿,江苏,沛县,221611
基金项目:国家自然科学基金资助项目(50774082)
摘    要:由于受深部复杂高应力作用,姚桥煤矿中央采区大巷多次严重破坏,针对此情况,在地应力实测基础上,分析地应力与巷道稳定性的关系及破坏原因,提出了注锚加固和锚喷注支护结构,根据实测应力状态与数值模拟计算结果,科学、合理、经济地确定了支护参数.工程实践表明:基于地应力实测,采用注锚加固为核心的联合支护结构,有效地解决了深部高应力下破碎岩巷的支护问题.

关 键 词:破碎巷道  注锚加固  地应力

Deformation mechanism of greatly cracked tunnel and support technique by grouting and bolting
QI He-gang,Guo Xi-xiang,YU Shi-qin,XIN Zhong-xuan,YU Jian-ying. Deformation mechanism of greatly cracked tunnel and support technique by grouting and bolting[J]. Journal of China Coal Society, 2008, 33(11): 1224-1229
Authors:QI He-gang  Guo Xi-xiang  YU Shi-qin  XIN Zhong-xuan  YU Jian-ying
Affiliation:1.China Coal Energy Company Limited;Beijing 100011;China;2.Yaoqiao Coal Mine;Shanghai Datun Energy Resources Co.Ltd.;Peixian 221611;China
Abstract:The main tunnels of central mining area were seriously destroyed several times due to complicated high stress and deepness in Yaoqiao Coal Mine.Aimed at this problem,the relationship between ground stress and tunnel stability,damage reasons were analyzed based on results of ground stress obtained in situ.The grouting and bolting reinforce technology and the support structure of grouting and bolting with concrete layer were put forward to solve this problem.The concerned support parameters were scientificall...
Keywords:cracked tunnel  grouting and bolt reinforcement  ground stress  
本文献已被 CNKI 维普 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》下载免费的PDF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