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金属矿山 ›› 2014, Vol. 43 ›› Issue (04): 28-30.

• 采矿工程 • 上一篇    下一篇

瓦房子锰矿雹神庙矿区地压活动规律及控制方法

李延伟1,王景林1,何荣兴2,张大明2,邹存理1,姜永恒2   

  1. 1.鞍钢集团矿业矿业公司瓦房子锰矿,辽宁 朝阳 122622;2.东北大学资源与土木工程学院,辽宁 沈阳 110004
  • 出版日期:2014-04-15 发布日期:2014-09-05

Rule of Geostatic Activity in Baoshenmiao Mining Area of Wafangzi Manganese Mine and the Controlling Method

Li Yanwei1,Wang Jinglin1,He Rongxing2,Zhang Daming2,Zou Cunli1,Jiang Yongheng2   

  1. 1.Ansteel Wafangzi Manganese Mine, Chaoyang 122622, China;2.School of Resources & Civil Engineering, Northeastern University, Shenyang 110004, China
  • Online:2014-04-15 Published:2014-09-05

摘要: 瓦房子锰矿雹神庙采区矿岩比较破碎,原由小矿点开采,从2007年矿山接管以来,采用规则的壁式充填法从九平盘开始开采。在开采过程中,开拓巷道地压显现严重,平盘运输巷底鼓、两帮内挤、顶板下沉,维修工作量巨大,虽然采取了锚杆与金属棚架等多种支护措施,最终还是未等采区矿房回采完毕,平盘运输巷逐渐被挤垮,联络巷道大量冒顶。通过多次现场观测和对矿岩力学性能分析,查清了巷道地压发生、发展过程,分析了地压显现规律和巷道破坏机理,总结出巷道破坏的两种主要形式,即片帮—底鼓—顶板下沉和顶板持续冒落,并根据不同的地压破坏形式设计了顶、底板椭圆拱断面、全断面喷锚网支护的协同围岩变形的支护技术,形成了能够高度适应矿岩体条件的新型巷道掘支技术,收到了较好的效果。

关键词: 锰矿, 底鼓, 锚杆支护, 地压活动规律

Abstract: Ores from Baoshenmiao mine in Wafangzi Manganese Mine are in small size and usually explored by small mines.The mine was taken over since 2007, and recovered with the regular wall backfill method from Jiupingpan.In the mining process, the developing tunnel suffers serious ground pressure, resulting in floor heave in horizontal transport, two-side extruding and roof subsidence.Huge maintenance workload exists.Although a variety of support measures such as bolting, metal scaffolding are adopted, collapse at the transport tunnel and roof fall at the connection roadway happened yet before the recovery was finished. Through on-site observation and analysis on the mechanical properties of the ore, the occurrence and growing process of ground pressure in roadway were identified, and the behavior law of ground pressure and its damage mechanism were analyzed.Two main forms in roadway damage were summarized, that is, the rib fall-floor heave-roof subsidence and the continuous roof caving.According to different damaging form of ground pressure, the roadway support consisting of roof and floor elliptical arch sections associated with the whole cross-section of spraying and anchoring net was proposed.Then, new type of supporting technique was formed, which better fitted with the rocks and realized good effect.

Key words: Manganese mine, Floor heave, Anchor bolt support, Rule of geostatic activity