|国家预印本平台
首页|深部巷道围岩耦合支护原理及其应用分析

深部巷道围岩耦合支护原理及其应用分析

eep roadway coupling support in principle and application analysis

中文摘要英文摘要

由于复杂的工程地质条件和特殊的围岩结构,深部巷道支护难度增大,出现大变形的主要原因是锚网索支护系统和围岩变形不耦合造成的。深部巷道的成功设计,应该采用耦合支护设计理念,即强调围岩地质条件和锚网索支护系统的适应性,做到强化支护和适度让压的统一。本文针对耦合支护技术上的几个关键问题进行了详细的分析,对深部巷道支护参数的确定有指导意义。

Because of complex engineering geological conditions and specific rock structure, deep roadway supporting become more difficult, there is large deformation mainly caused by mesh-anchor of supporting systems and rock deformation are non-coupled. The successfull of deep roadway design, it should be coupled with supporting design philosophy that emphasizes the adaptability between geological conditions and rock-mesh-anchor supporting, so that supporting and deformation are unity. In this paper, coupling support in several key technical issues are detailed analyed which is important in deep roadway supporting.

刘洪林、李江锋

矿山压力、矿山支护

深部巷道耦合强化支护适度让压

deep roadwaycouplingsupporting enhancedmoderate to pressure

刘洪林,李江锋.深部巷道围岩耦合支护原理及其应用分析[EB/OL].(2009-09-08)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200909-240.点此复制

评论