周桥, 高谦. 破碎带工程围岩超前锚杆加固拱结构[J]. 工程科学学报, 2010, 32(6): 697-701. DOI: 10.13374/j.issn1001-053x.2010.06.002
引用本文: 周桥, 高谦. 破碎带工程围岩超前锚杆加固拱结构[J]. 工程科学学报, 2010, 32(6): 697-701. DOI: 10.13374/j.issn1001-053x.2010.06.002
ZHOU Qiao, GAO Qian. Arch structure of bolt forepoling in surrounding fractured rock[J]. Chinese Journal of Engineering, 2010, 32(6): 697-701. DOI: 10.13374/j.issn1001-053x.2010.06.002
Citation: ZHOU Qiao, GAO Qian. Arch structure of bolt forepoling in surrounding fractured rock[J]. Chinese Journal of Engineering, 2010, 32(6): 697-701. DOI: 10.13374/j.issn1001-053x.2010.06.002

破碎带工程围岩超前锚杆加固拱结构

Arch structure of bolt forepoling in surrounding fractured rock

  • 摘要: 在破碎带岩层开挖时,顶板极易垮落,通常采用超前锚杆加固来做辅助支护.为了研究工程围岩超前锚杆加固机理及其位移变化规律,把这种开挖形成的拱看成有几何缺陷的圆弧拱.以武平紫金矿业230斜坡道在破碎带中超前锚杆加固为工程实例,利用屈曲理论及薄膜理论对其位移的变化进行了力学分析,完善了前人对这种加固拱简化的问题.

     

    Abstract: When the rock is difficult to cut and support in fracture zones,forepoling is usually used as auxiliary reinforcement support.In order to study the arch structure mechanism of bolt forepoling in surrounding fractured rock and its displacement evolution,bolt forepoling at the Ramp 230 in Wupin Zijin Mining Company was taken as an example,and the displacement evolution of the arch structure,which is taken as a flawed one,was analyzed on the basis of the buckling theory and the membrane theory.This study improves the simplification problem of reinforced arches.

     

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