|本期目录/Table of Contents|

[1]杨光宇,姜福兴,李琳,等.复合动力灾害条件下孤岛工作面区段煤柱宽度留设研究[J].中国安全生产科学技术,2017,13(8):145-151.[doi:10.11731/j.issn.1673-193x.2017.08.023]
 YANG Guangyu,JIANG Fuxing,LI Lin,et al.tudy on width retaining of section coal pillar in isolated working face under the conditions of compound dynamic disasters[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2017,13(8):145-151.[doi:10.11731/j.issn.1673-193x.2017.08.023]
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复合动力灾害条件下孤岛工作面区段煤柱宽度留设研究
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
13
期数:
2017年8期
页码:
145-151
栏目:
现代职业安全卫生管理与技术
出版日期:
2017-08-31

文章信息/Info

Title:
tudy on width retaining of section coal pillar in isolated working face under the conditions of compound dynamic disasters
文章编号:
1673-193X(2017)-08-0145-07
作者:
杨光宇1姜福兴1李琳2李乃录2魏全德1张恒2马庆福3
1. 北京科技大学 土木与资源工程学院,北京 100083;2. 彬县水帘洞煤炭有限责任公司,陕西 彬县 713500; 3. 兖州煤业鄂尔多斯能化有限公司,内蒙古 鄂尔多斯 017010)
Author(s):
YANG Guangyu1 JIANG Fuxing1 LI Lin2 LI Nailu2 WEI Quande1 ZHANG Heng2 MA Qingfu3
(1. School of Civil & Resources Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. Binxian County Shuiliandong Coal Co., Ltd., Binxian Shaanxi 713500, China; 3. Yanzhou Coal Ordos Energy and Chemical Company Limited,Ordos,Inner Mongolia 017010,China)
关键词:
区段煤柱覆岩空间结构孤岛工作面复合动力灾害灾害监测
Keywords:
section coal pillar spatial structure of overlying strata isolated working face compound dynamic disasters disaster monitoring
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2017.08.023
文献标志码:
A
摘要:
孤岛工作面覆岩空间结构复杂多变,受开采和地质等因素的影响在开采过程中面临冲击地压、煤与瓦斯突出、自燃发火以及采空区突水等复合动力灾害。留设合理宽度的区段煤柱是确保工作面安全开采的关键,以陕西某矿特厚煤层孤岛工作面开采为工程案例,通过分析工作面覆岩空间结构,理论计算了工作面应力分布;采用应力动态监测等方法确定了该工作采空区侧向覆岩运动,并综合考虑冲击地压灾害防治、次生灾害控制以及巷道支护等因素,确定了该工作面区段煤柱的合理宽度为5~7 m。
Abstract:
The spatial structure of overlying strata in the isolated working face is complex and changeable, and the compound dynamic disasters of rock burst, coal and gas outburst, spontaneous combustion, goaf water inrush and so on are faced in the mining process due to the influence of mining and geological factors. The retaining of section coal pillar with reasonable width is the key to ensure the safe mining of working face. Taking the mining of an isolated working face in extra-thick coal seam of a certain mine in Shaanxi as the engineering case, the stress distribution of the working face was calculated theoretically through analyzing the spatial structure of overlying strata in the working face. The lateral overlying strata movement of the goaf was determined by applying the method of stress dynamic monitoring. The reasonable width of section coal pillar in this working face was determined to be 5-7 m with comprehensively considering the factors of prevention and control of rock burst disaster, secondary disasters control, roadway support, etc.

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备注/Memo

备注/Memo:
国家自然科学基金项目(51674014);国家自然科学基金重点项目(51634001);国家十三五重点研发计划(2016YFC0801408)
更新日期/Last Update: 2017-09-11