欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2014, Vol. 43 ›› Issue (06): 31-36.

• 采矿工程 • 上一篇    下一篇

白象山铁矿巷道围岩稳定性分类及支护对策研究

齐彪1,2,韩立军1,2,陈轲3,孙茂贵3,黄小忠3,张建1,2   

  1. 1.中国矿业大学力学与建筑工程学院,江苏 徐州 221116;2.深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116;3.马钢(集团)控股有限公司姑山矿业公司白象山铁矿,安徽 马鞍山 243184
  • 出版日期:2014-06-16 发布日期:2015-01-07

Research on Stability Classification and Support Measures of Roadway Surrounding Rock in Baixiangshan Iron Mine

Qi Biao1,2,Han Lijun1,2,Chen Ke3,Sun Maogui3,Huang Xiaozhong3,Zhang Jian1,2   

  1. 1.School of Mechanics&Civil Engineering,China University of Mining and Technology,Xuzhou 221116,China;2.State Key Laboratory of Deep Rock and Soil Mechanics and Underground Engineering,Xuzhou 221116,China;3.Baixiangshan Iron Ore of Gushan Mining Company,Masteel (Group) Shareholding Co.,Ltd.,Ma′anshan 243184,China
  • Online:2014-06-16 Published:2015-01-07

摘要: 针对白象山铁矿现有巷道围岩稳定性分类方法无法有效指导巷道支护设计的现状,基于地质雷达探测和围岩物理力学性质试验,综合采用冶金矿山锚喷支护围岩分类和围岩松动圈分类方法,制定了巷道围岩稳定综合分类表与巷道支护方案选择标准。根据白象山铁矿巷道围岩的稳定性状况,将围岩分为I到V共5类:I类围岩稳定,一般不支护或喷50~60 mm混凝土封闭围岩;V类围岩稳定性极差,采用直径20~22 mm、长度2 200~2 400 mm的螺纹钢锚杆、钢筋梯(钢筋网)以及锚索进行支护,并考虑采用型钢支架加强支护,底板铺设反底拱,实施全断面注浆加强支护。工程实践表明,以白象山铁矿巷道支护方案选择标准为依据进行巷道支护设计,针对不同巷道围岩类别选用合理的支护形式与参数,可以有效地控制巷道围岩的收敛变形,保证巷道围岩的长期安全与稳定,具有较高的工程应用价值。

关键词: 巷道, 围岩, 稳定性分类, 支护对策

Abstract: The existing stability classification method of roadway surrounding rock in Baixiangshan iron ore is unable to effectively guide the roadway supporting design.For this situation,based on ground penetrating radar and physical mechanical test of surrounding rock,and comprehensively using metallurgical mines bolt-shotcrete support roadway surrounding rock classification and roadway surrounding rock loose circle classification methods,the comprehensive classification table of surrounding rock stability in roadway and the standard for scheme selection of the roadway support in Baixiangshan iron ore were produced.Based on the roadway surrounding rock′s stability of Baixiangshan iron ore,surrounding rocks are divided into five types from I to V:class I is stable,which is generally not entitled to support or just jetting 50~60 mm concrete for enclosing.Class V is extremely instable,which is generally supported by rebar anchors of 20~22 mm in diameter,2 200~2 400 mm in length,steel ladder (mesh) and anchor cable,and also by considering steel bracket for reinforce support,laying inverted arch at the roadway floor and full-face curtain grouting for advance support.The project practice shows that for the roadway supporting design based on scheme selection of the roadway support of Baixiangshan iron ore,selecting reasonable support form and parameters for different category of roadway surrounding rock can effectively control the converging deformation of the roadway surrounding rock and ensure its long-term security and stability.It has high engineering value.

Key words: Roadway, Surrounding rock, Stability classification, Support measures