厚松软破碎顶板注浆联合锚索支护技术研究  

Analysis on Grouting Anchor Rope Supporting Technology for Thick and Broken Roof

作　　者：陈必贵 

机构地区：[1]阳泉市上社二景煤炭有限责任公司,山西阳泉045000

出　　处：《机械管理开发》2016年第11期18-20,共3页Mechanical Management and Development

摘　　要：通过采用现场监测与数值模拟等方法,对松软破碎且厚度在3 m以上的顶板支护进行改进研究。改进后的联合支护方案对该类型顶板有很强的针对性,围岩塑性区面积显著减小,锚杆、锚索发挥承载作用且围岩松动破碎范围大大减小,可满足生产需要。Through the methods of field monitoring and numerical simulati^m, the study of this type of soft and broken roof bolting above 3 mm with thickness and the improved combination supporting scheme of this type of roof have very strong pertinence, significantly reduce the plastic zone of surrounding rock area, play a role of bearing bolts and cables and the loose surrounding rock broken range is greatly reduced, so as to meet production needs.

关 键 词：松软破碎顶板 注浆 锚杆 

分 类 号：TD353.6[矿业工程—矿井建设]