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黄金科学技术 ›› 2020, Vol. 28 ›› Issue (3): 337-344.doi: 10.11872/j.issn.1005-2518.2020.03.176

• 采选技术与矿山管理 • 上一篇    下一篇

协同理念下岩金矿脉群连续回采顶板安全跨度研究

聂兴信(),甘泉(),高建,冯珊珊   

  1. 西安建筑科技大学资源工程学院,陕西 西安 710055
  • 收稿日期:2019-11-04 修回日期:2020-02-27 出版日期:2020-06-30 发布日期:2020-07-01
  • 通讯作者: 甘泉 E-mail:niexingxin@126.com;759739118@qq.com
  • 作者简介:聂兴信(1972-),男,河南濮阳人,副教授,从事矿山安全、矿床开采技术研究工作。niexingxin@126.com
  • 基金资助:
    国家自然科学基金项目“地下金属矿山岩体破坏多源异质流数据智能融合与态势评估研究”(5197040521);陕西省重点研发计划工业攻关项目“高温乏风矿井动态补偿调控关键技术及应用研究”(2020GY-211)

Research on Safety Roof Span in Continuous Mining of Gold Vein Group Under Synergistic Concept

Xingxin NIE(),Quan GAN(),Jian GAO,Shanshan FENG   

  1. School of Resources Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,Shaanxi,China
  • Received:2019-11-04 Revised:2020-02-27 Online:2020-06-30 Published:2020-07-01
  • Contact: Quan GAN E-mail:niexingxin@126.com;759739118@qq.com

摘要:

为高效安全地开采呈条带状赋存的矿脉群,基于协同开采理念,提出集群连续化采矿理念与上向水平分层充填连续采矿法,并通过理论计算、数值模拟和工程验证,研究回采中顶板安全跨度的合理取值范围。采用平板梁理论计算法、普氏压力拱法、厚跨比法、荷载传递交汇线法和结构力学梁理论法推导得出顶板安全跨度计算公式,并引入安全系数,计算得出不同安全系数下的顶板跨度。经协同均算法界定分析,确定集群连续采矿方法的顶板安全跨度范围为23.0~18.6 m。结合理论计算的顶板跨度数据,取安全系数为2.0时的顶板跨度,采用ANSYS进行实体建模,基于FLAC3D进行数值模拟验证。模拟结果表明:最大主应力为2.84 MPa,最大位移为9.7 mm,矿房中央位置存在小范围剪切应力破坏;工程实例表明:当采场跨度为18 m时,采场顶板局部小范围存在岩块掉落情况,掉落岩块长度与顶板跨度之比为1.67%,数值模拟结果与工程实例情况接近。协同开采理念具有较强的耦合性与包容性,其耦合形成的新理念为多种复杂的矿体开采起到指导作用,能够较好地满足复杂矿体矿山开采要求。

关键词: 协同开采, 连续化采矿, 矿脉集群, 安全跨度, 数值模拟

Abstract:

In order to mine strip cluster veins efficiently and safely,based on the concept of collaborative mining,the concept of cluster continuous mining and the continuous horizontal layered filling continuous mining method were proposed.First and foremost,the theoretical calculation methods of slab beam,Platts pressure arch method,thick-span ratio method,load transfer intersection line method and structural mechanics beam theory method were used,and the safety factor was introduced to calculate the roof span under different safety factors.The roof safety problem of the continuous mining method is studied.Furthermore,through the analysis,the safe stoping span of cluster continuous mining method is ranged from 23.0 m to 18.6 m. When the safety factor was 2.0,the number of roof span was modeled by ANSYS and verified by Flac3D. For one thing,the numerical simulation results show that the maximum principal stress is 2.84 MPa,and the maximum displacement is 9.7 mm.There is only a small shear stress failure in the middle chamber.For another,the engineering example shows that: when the stope span is 18 m (rounding 18.6 m),there is rock block falling in a small local area of the roof,and the ratio of the length of the falling block to the roof span is 1.67%.The numerical simulation and engineering example results are alike.Finally,the concept of collaborative mining has strong coupling and inclusiveness.Besides,the new concept plays a guiding role for mining complex ore bodies in China,which can better meet the mining requirements.

Key words: synergistic mining, continuous mining, vein cluster, safety span, numerical simulation

中图分类号: 

  • TD853

图1

分段上向水平分层充填连续采矿法示意图1-出矿溜井;2-斜坡道;3-分段平巷;4-泄水井;5-采矿溜井;6-人行通风井;7-充填体;8-采场封堵;9-回风天井;10-采场未采矿石;11-炮孔;12-采场待出矿石;13-中段运输平巷"

图2

采场简化模型(简支梁模型)"

表1

岩石力学参数"

岩体名称密度/(g·cm-3)弹性模量/GPa泊松比单轴抗拉强度/MPa黏聚力/MPa内摩擦角/(°)
晶屑凝灰岩(围岩)2.703.410.251.380.7527
蚀变凝灰岩(矿体)2.723.410.251.380.7527
充填体1.800.400.280.200.3025

图3

荷载传递交汇线法计算示意图"

图4

不同方法下安全系数与安全跨度关系"

表2

协同均算界定法确定的顶板安全跨度结果与离散程度"

安全系数n协同均算计算结果/m不同结果离散程度
1.426.19.76
1.524.59.00
1.623.08.34
1.721.77.76
1.820.57.25
1.919.56.79
2.018.66.38
2.117.76.02
2.217.05.68
2.316.35.38

图5

采场实体模型图"

图6

顶板应力(a)、位移(b)和塑性区(c)云图"

图7

顶板局部破碎岩体实拍图"

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