“三软”大采高综采面煤壁稳定性及其控制研究  

Coal Wall Stability of Fully Mechanized Working Face with Great Mining Height in "Three Soft" Coal Seam and Its Control Technology

作　　者：袁永[1] 屠世浩[1] 马小涛[1] 孙璐璐[1] 白庆升[1] 

机构地区：[1]中国矿业大学矿业工程学院,煤炭资源与安全开采国家重点实验室,江苏徐州221116

出　　处：《采矿与安全工程学报》2012年第1期21-25,共5页Journal of Mining & Safety Engineering

基　　金：国家自然科学基金项目(51074164,51004102);江苏高校优势学科建设工程项目;煤炭资源与安全开采国家重点实验室自主研究课题项目(SKLCRSM09X02);江苏省“青蓝工程”项目;江苏省普通高校研究生创新计划项目(CX09B_120Z);中央高校基本科研业务费专项资金人才引建资助项目(TA111780)

摘　　要：为有效控制"三软"大采高综采面煤壁稳定性,以淮北矿业集团许疃煤矿7219面为工程背景,实测了"三软"煤层大采高综采面煤壁片帮特征,建立了采场煤壁"楔形"滑动体稳定性分析的力学模型,分析了"楔形"滑动体稳定性的关键影响因素。结果表明:"三软"大采高综采面煤壁片帮以上半部片落的"楔形体"滑落形式为主,"楔形"滑动体稳定系数K与C,Ph,μ呈正比关系,与W0,θ呈反比关系。通过提高支架初撑力、控制端面冒顶、加固煤壁、用好护帮板以及适当提高工作面推进速度等技术措施,7219面煤壁稳定性得到了有效控制。To effectively control the coal wall stability of fully mechanized working face in ＂three soft＂ coal seam,we measured the characteristics of coal wall falling at NO.7219 fully mechanized face with great mining height in Xutuan Coal Mine of Huaibei Mining Group,built the mechanical model for stability analysis of wedge sliding object in coal wall,and analyzed the key effect factors of the sliding object stability.The results show that the coal wall falling in fully mechanized face with great mining height in ＂three soft＂ seam occurs mainly in wedge sliding type in the upper part of coal wall,and the stability coefficient of wedge sliding object（K） is proportional to C,Ph and μ,and inversely proportinal to W0 and θ.By adopting technical measures of increasing the support resistance,controlling end face roof fall,strengthening coal wall,correctly using guard plate,appropriately increasing the advancing speed,et al,the coal wall stability of NO.7219 face has been effectively controlled.

关 键 词：三软煤层 大采高综采 煤壁稳定性 楔形滑动体 控制技术 

分 类 号：TD323[矿业工程—矿井建设]