摘要
针对官地煤矿12605工作面卸压成巷巷道变形大等问题,确定采用预裂切顶爆破技术进行切顶卸压,预裂切顶深度为7m;采用恒阻大变形锚索对巷道进行支护,并根据支护需求的不同将巷道分为超前支护区、架后临时支护区和成巷稳定区,确定了不同区域的支护参数,为类似的矿井工作面切顶卸压提供了借鉴经验。
In view of large deformation of roadway of pressure relief gateway in 12605 working face, Guandi Colliery, it is determined that the working face was subjected to pre-cracking top blasting technology for roof cutting pressure relief, and the pre-cracking cutting depth was 7 m. The roadway is supported by a constant resistance large deformation anchor cable. According to the different support requirements, the roadway is divided into the advance support area, the post-frame temporary support area and the roadway stability area, and the support parameters of different areas are determined, which provides reference experience for similar mine face shearing and pressure relief.
作者
王瑨
Wang Jin(Guandi Colliery, Shanxi Coking Coal Xishan Coal and Electricity Group Co., Ltd., Taiyuan Shanxi 030022)
出处
《江西煤炭科技》
2019年第3期86-88,91,共4页
Jiangxi Coal Science & Technology
关键词
工作面
切顶
恒阻大变形锚索支护
working face
roof cut
constant resistance large deformation anchor support