深部高应力巷道围岩变形特征及控制技术  

Deformation Characteristics and Control Technology of Surrounding Rock in Deep High Stress Roadway

在线阅读下载全文

作  者:张月山 浑宝炬 宋平[1,2] 石振禹 ZHANG Yueshan;HUN Baoju;SONG Ping;SHI Zhenyu(College of Mining Engineering,North China University of Science and Technology,Tangshan 063210,China;Hebei Key Laboratory of Mining Development and Safety Technology,Tangshan 063210,China)

机构地区:[1]华北理工大学矿业工程学院,河北唐山063210 [2]河北省矿业开发与安全技术重点实验室,河北唐山063210

出  处:《煤炭技术》2024年第8期57-62,共6页Coal Technology

基  金:河北省科技攻关计划(22374006D);河北省科技支撑计划项目(JT2023-78)。

摘  要:以某矿位于121/2煤层底板的2901岩石大巷支护为背景,为有效控制巷道围岩变形,根据大巷围岩力学结构及层位分布特征,以弹塑性区范围、切向径向应力变化、121/2煤距巷道顶板距离及煤层厚度为依据将巷道划分为常规段、较困难段、困难段三区段进行管理。大巷距121/2煤层底板间距6 m以上时为常规段;大巷距121/2煤层底板间距小于6 m区域为较困难段;大巷顶板破碎及煤层厚度变化较大区域为困难段,对三段分别设计合理的支护方式,并进行数值模拟。对支护效果进行十字布点观测,最大顶底板位移量85 mm,最大两帮位移量111 mm,巷道变形得到了很好的控制,满足安全生产的需求。Taking the support of the 2901 rock roadway located at the bottom of the 121/2 coal seam of a mine as the background.To effectively control the deformation of the surrounding rock,the mechanical structure and stratigraphic distribution characteristics,including the range of elastoplastic zone,tangential radial stress change,a distance of the 121/2 coal from the roadway roof and coal seam thickness,were employed to divide the roadway.The roadway is divided into three sections:conventional section,difficult section and more difficult section.When the roadway is more than 6 m away from the 121/2 coal seam bottom,it is a conventional section;the area where the roadway is separated from 121/2 coal seam bottom and less than 6 m is the difficult section;the area of roadway roof crushing and coal seam thickness change is the more difficult section.The three sections were each designed with reasonable support methods,and the support design was numerically simulated.The effectiveness of the support was observed by the cross-distribution,with the maximum displacement of the top and bottom plates recorded at 85 mm,and the maximum displacement of the two gangs at 111 mm.The deformation of the roadway was found to be well-controlled,meeting the requirements for safe production.

关 键 词:高应力巷道 联合控制 分段支护 数值模拟 

分 类 号:TD322[矿业工程—矿井建设] TD325TD353

 

参考文献:

正在载入数据...

 

二级参考文献:

正在载入数据...

 

耦合文献:

正在载入数据...

 

引证文献:

正在载入数据...

 

二级引证文献:

正在载入数据...

 

同被引文献:

正在载入数据...

 

相关期刊文献:

正在载入数据...

相关的主题
相关的作者对象
相关的机构对象