采矿与安全工程学报 ›› 2013, Vol. 30 ›› Issue (3): 355-362.

• 论文 • 上一篇    下一篇

极破碎软岩巷道失稳机理与动态迭加耦合支护技术研究

  

  1. 1.中国矿业大学深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116; 2.山西晋煤集团赵庄煤业有限责任公司,山西 长子 046605
  • 出版日期:2013-05-15 发布日期:2013-05-15
  • 作者简介:宗义江(1983-),男,山东省曹县人,博士,从事深部岩石力学与工程稳定方面的研究。 E-mail:zongyijiang@126.com Tel:13685188146
  • 基金资助:

    国家自然科学基金项目(50774082,50804046)

Instability mechanisms and dynamic superposition coupling support in extremely fractured and soft rock roadway

  • Online:2013-05-15 Published:2013-05-15

摘要: 基于赵庄矿极破碎软岩巷道长期矿压监测、围岩力学参数测试与矿物成分分析及松动圈测试等成果,分析了巷道围岩变形破坏的特点,揭示了极破碎软岩巷道变形失稳机理;针对该矿极破碎软岩巷道提出了由预留变形量、锚网索喷耦合支护、二次锚注加固组成的动态迭加耦合支护技术方案,并通过相似模型试验和井下工程实践对该技术方案的支护效果进行了验证。研究表明:通过预留变形量释放围岩中的变形能和高应力,顶板高预应力锚索、帮部高预应力锚杆和低预应力锚索实现“控顶卸压”, 低压浅孔充填和高压深孔渗透注浆相结合形成积极有效的锚注支护结构和多层组合拱(梁)结构,底角和底板锚注有效控制巷道底鼓,从而实现对极破碎软岩巷道围岩变形的有效控制。

关键词: 破碎围岩, 软岩巷道, 变形失稳, 耦合支护, 控制技术

Abstract: Based on long-term mine pressure monitoring, mechanical properties test results, mineral composition analysis and broken zone detection results of surrounding rock in Zhaozhuang mine, the deformation and failure characteristics of surrounding rock were analyzed, and the instability mechanisms were also revealed. The dynamic superposition coupling support technology composed of reserving deformation, bolt-net-anchor-spout coupling support and bolt-grouting support was proposed for the extremely fractured and soft roadway. The effects of dynamic superposition coupling support technology were verified by similar model test and engineering practice. The study shows that the deformation of the surrounding rock can be effectively controlled by means of releasing deformation energy and high stress in surrounding rock through reserving deformation, high prestressed cables in the roof, high prestressed bolts and low prestressed cables in the sides to achieve the goal of pressure relief and roof control, the combination of low pressure filling and high pressure permeation grouting to form the positive and effective bolt-grouting support and multilayer composite beams structure, and bolt-grouting support to control floor heave.

Key words: fractured surrounding rock, soft rock roadway, deformation instability, coupling support, control technology