|本期目录/Table of Contents|

[1]题正义,潘进,田臣,等.7.0 m采高综采面回采巷道变形破坏规律研究[J].中国安全生产科学技术,2016,12(4):57-61.[doi:10.11731/j.issn.1673-193x.2016.04.011]
 TI Zhengyi,PAN Jin,TIAN Chen,et al.Research on laws of deformation and failure of mining gateway in fully mechanized face with 7.0 m mining height[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(4):57-61.[doi:10.11731/j.issn.1673-193x.2016.04.011]
点击复制

7.0 m采高综采面回采巷道变形破坏规律研究
分享到:

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
12
期数:
2016年4期
页码:
57-61
栏目:
现代职业安全卫生管理与技术
出版日期:
2016-04-30

文章信息/Info

Title:
Research on laws of deformation and failure of mining gateway in fully mechanized face with 7.0 m mining height
作者:
题正义12潘进12田臣1秦洪岩12
(1.辽宁工程技术大学 矿业学院,辽宁 阜新 123000;
2.辽宁工程技术大学 采矿技术研究院,辽宁 阜新 123000)
Author(s):
TI Zhengyi12 PAN Jin12 TIAN Chen1 QIN Hongyan1
(1. Institute of Mining, Liaoning Technical University, Fuxin Liaoning 123000, China;
2. Technology Research Institute of Mining, Liaoning Technical University, Fuxin Liaoning 123000, China)
关键词:
回采巷道变形破坏机理数值模拟
Keywords:
ining gateway deformation and failure mechanism numerical simulation
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2016.04.011
文献标志码:
A
摘要:
针对神东矿区大柳塔煤矿采用7.0 m采高综采面回采5-2煤三盘区时回采巷道出现不同程度的变形破坏现象,采用现场实测的方法对52304及52303工作面回风顺槽之间的区段煤柱进行了巷道变形及应力变化规律的监测,并运用FLAC3D数值模拟软件对不同埋深条件下两工作面之间区段煤柱的应力分布规律进行了模拟,最后总结分析了回采巷道变形破坏的机理,并得出采空区段煤柱的失稳是造成回采巷道变形破坏的根本原因。从而为巷道的合理布置及相应控制对策的提出提供基础数据,以保证矿井安全高效的生产。
Abstract:
The mining gateway has appeared the phenomena of deformation and failure with different degrees when adopting the fully mechanized face with 7.0 m mining height to mine three panel zone of 5-2 coal seam in Daliuta Coal Mine of Shendong Mining Area, so the field measurement method was used to monitor the roadway deformation and stress variation laws of the section coal pillar between the air-return way of 52304 and 52303 working faces. The laws of stress distribution for the section coal pillar between two working faces under different conditions of buried depth was simulated by using FLAC3D numerical simulation software. Finally, the mechanism on deformation and failure of mining gateway was analyzed. It showed that the instability of coal pillar in the goaf section is the basic reason for the deformation and failure of mining gateway. It provides basic data for the reasonable layout of roadway and the corresponding control measures, so as to ensure the safe and efficient production of mine.

参考文献/References:

[1]鞠金峰, 许家林, 朱卫兵, 等. 7.0 m支架综采面矿压显现规律研究[J]. 采矿与安全工程学报, 2012, 29(3): 344-350. JU Jinfeng, XU Jialin, ZHU Weibing, et al. Strata behavior of fully-mechanized face with 7.0 m height support[J]. Journal of Mining & Safety Engineering, 2012, 29(3): 344-350.
[2]吴锋锋. 厚煤层大采高综采采场覆岩破断失稳规律及控制研究[D].徐州:中国矿业大学,2014.
[3]陈苏社. 大柳塔煤矿7.0 m支架综采面顶板结构与矿压规律研究[J]. 陕西煤炭, 2015(3): 1-4,58. CHEN Sushe. Study on roof structure and ground pressure law of fully mechanized mining face with 7.0 m high supports in Daliuta Coal Mine[J]. Shanxi Meitan, 2015(3): 1-4,58.
[4]姚宝珠. 采空区下回采巷道围岩破坏机理及控制技术[D].北京:中国矿业大学,2014.
[5]赵志强. 大变形回采巷道围岩变形破坏机理与控制方法研究[D].北京:中国矿业大学,2014.
[6]徐小兵. 浅埋近距离煤层群回采巷道变形机理及其控制技术研究[D].西安:西安科技大学,2012.
[7]赵则龙, 张磊. 浅埋大采高工作面区段煤柱下合理留设宽度模拟研究[J]. 华北科技学院学报, 2014, 11(11): 46-51. ZHAO Zelong, ZHANG Lei. Numerical simulation study on therational width of section pillar in shallowly buried and large mining height working-face[J]. Journal of North China Institute of Science and Technology, 2014, 11(11): 46-51.
[8]娄金福. 大采高综采工作面区段煤柱合理宽度研究[J]. 煤矿安全, 2015, 46(8): 50-53. LOU Jinfu. Research on reasonable width of coal pillar at fully mechanized working face with large mining height[J]. Safety in Coal Mines, 2015, 46(8): 50-53.
[9]王永革,肖辉赞. 大采高工作面区段煤柱合理尺寸的数值模拟[J]. 辽宁工程技术大学学报(自然科学版), 2011, 30(5): 645-648. WANG Yongge, XIAO Huizan. Numerical simulation on reasonable size of section coal pillar in the face of big mining height[J]. Journal of Liaoning Technical University(Natural Science), 2011, 30(5): 645-648.
[10]申培文. 大采高综采工作面区段煤柱的合理尺寸[J]. 黑龙江科技大学学报, 2014, 24(5): 520-523. SHEN Peiwen. Reasonable dimension tailored for coal pillars between fully mechanized working face sections of larger mining-height[J]. Journal of Heilongjiang University of Science & Technology, 2014, 24(5): 520-523.

相似文献/References:

[1]张向阳,涂敏,窦怡川.深部近距离煤层上行开采覆岩运动及应力分布试验研究[J].中国安全生产科学技术,2015,11(5):18.[doi:10.11731/j.issn.1673-193x.2015.05.003]
 ZHANG Xiang-yang,TU Min,DOU Yi-chuan.Experimental study on overlying strata movement and stress dis-tribution during ascending mining in deep closer coal seam[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(4):18.[doi:10.11731/j.issn.1673-193x.2015.05.003]
[2]王来贵,张阳,刘向峰,等.高温后砂岩抗拉强度及应变场演化实验研究[J].中国安全生产科学技术,2018,14(3):57.[doi:10.11731/j.issn.1673-193x.2018.03.008]
 WANG Laigui,ZHANG Yang,LIU Xiangfeng,et al.Experimental study on tensile strength and strain field evolution of sandstone after high temperature[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2018,14(4):57.[doi:10.11731/j.issn.1673-193x.2018.03.008]

备注/Memo

备注/Memo:
-
更新日期/Last Update: 2016-05-05