摘要
以羊场湾矿130205大采高工作面沿空巷道为研究对象,综合现场调研、理论分析、力学建模、现场试验等方法,对大采高窄煤柱回采巷道破坏机理和支护技术进行了深入研究。分析了沿空巷道围岩的破坏过程及破裂区范围;提出了沿空巷道围岩控制的指导思想和以确保保护煤柱完整性、提高系统协调性、运用不对称支护结构为核心的支护理念。
Taking the gob-side entry of 130205 large height mining face as the research object, based on the field investigation, theoretical analysis, mechanical modeling and field test, the surrounding rock failure mechanism and supporting technology for the gob-side entry with large mining height are explored in depth. The failure process of surrounding rock and the range of fracture zone in the roadway along the goaf are analyzed. The guiding principle of controlling the surrounding rock of gob-side entry is put forward. The idea based on supporting the integrity of the coal pillar, improving the coordination of the supporting system and the asymmetric support structure is put forward.
作者
秦兵文
谢福星
QIN Bing-wen1, XIE Fu-xing2,3(1. Inner Mongolia Baoshan Baoma Mining Co., Ltd., Xilinhot 026000, China ; 2. Institute of Mine Construction, Tiandi Science and Technology Co., Ltd., Beijing 100013, China; 3. Beijing China Coal Mine Engineering Co., Ltd., Beijing 100013, Chin)
出处
《煤炭技术》
CAS
2018年第8期28-30,共3页
Coal Technology
基金
国家自然科学基金资助项目(51604114)
关键词
大采高
窄煤柱
沿空巷道
破坏过程
不对称
large mining height
narrow coal pillar
gob-side entry
failure process
asymmetric