Study on Optimization of Structural Parameters of Hexagonal Mining Method with Large Cross-section
Received date: 2019-06-28
Revised date: 2019-09-26
Online published: 2020-02-26
The reasonable selection of stope structural parameters is a key process in mining design,which has an important influence on stope stability,blasting drilling depth,explosive consumption,mining efficiency and stress state of surrounding rock.Reasonable stope structural parameters are conducive to improve the stress conditions during route mining,reduce the stress and strain values of surrounding rock around the stope, reduce the support workload and improve the mining efficiency under the condition of ensuring safe mining.Based on the lean ore resources mining in the Xiyi mining area of Longshou Mine,Jinchuan Group,we use bionic principle to design the mining route with honeycomb hexagonal structure,so as to improve the surrounding rock stress conditions,improve the stope stability and effectively control the crustalstress.Xiyi mining area is located between 17 and 34 rows in the west mining area of Longshou Mine,Jinchuan Group,and between level of 1 220 m and 1 520 m.Adopt the general hexagonal section mining method for mining,with the section specification of 4 m*6 m*5 m (top and bottom width * waist width* height) practice has proved that,the adaptability of the section specification and borehole layout to the broken ore body in Xiyi lean mine is poor.Aiming at the problems of low drilling depth rate,irregular cross-section outline,low mechanization degree and high explosive consumption in the process of general hexagonal approach mining in Xiyi lean mining area of Longshou Mine,this study adopted empirical analogy method and proposed a hexagonal approach mining method with large cross-section size of 4 m*8 m*8 m (top and bottom width*waist width*height).Based on FLAC3D software,the excavation and filling process of the test roadway were simulated numerically and analyzed.The maximum principal stress appears in the top plate of the route,the minimum principal stress lies in the bottom plate and the lower side of the route,and the stress concentration phenomenon appears in the upper part between the two access roads.And then field tests were carried out according to the designed mining technology to study the feasibility of the large cross-section hexagonal roadway mining method in the Xiyi lean mining area of Longshou Mine.Research indicates:Comparing ordinary hexagonal mining method,when the large cross-section hexagonal approach is adopted to mine the resources of Xiyi lean ore mining area,the stope roof and floor,and side rock are under better stress conditions,the roof and floor deformation is small,and there is no connection between the two approaches. In the lower inverted trapezoid mining,the step blasting driving method is adopted,which increases the free surface in the vertical direction and reduces the rock clamping effect during blasting.The average footage increased from 2.4 m to 3.2 m,increase by 33.3%.The explosive unit consumption is reduced from 0.2 kg/t to 0.15 kg/t,and the explosive consumption is reduced by 25%.Due to the reasonable arrangement of blastholes and the design of initiation sequence,the explosive energy is released in turn during blasting,and the damage of blasting vibration to the side wall and bottom plate is less.This improves contour integrity,maximum over-excavation reduced by 97 cm,maximum under-excavation reduced by 10 cm.At the same time,it is also conducive to the formation of the next layered hexagonal route. Due to the large working space of large section hexagonal drift mining method,Boomer double arm drilling jumbo is designed to drill,which greatly improves the drilling efficiency and safety.And rock drilling efficiency increased from 1.25 m/min to 2.10 m/min. It proves the feasibility of the large-section hexagonal approach in the mining process of the Xiyi lean mining area of Longshou Mine,and realize the requirements for safety and efficiency in the mining process.
Qinli ZHANG , Chaoyu JIANG , Xiang GAO , Bin LIU . Study on Optimization of Structural Parameters of Hexagonal Mining Method with Large Cross-section[J]. Gold Science and Technology, 2020 , 28(1) : 42 -50 . DOI: 10.11872/j.issn.1005-2518.2020.01.103
1 | 程健,张钦礼,薛希龙,等.基于AHP和TOPSIS法的采场结构参数优化研究[J].矿冶工程,2014,34(1):1-5. |
1 | Cheng Jian,Zhang Qinli,Xue Xilong,et al.Optimization of stope structure parameters based on AHP and TOPSIS method[J].Mining and Metallurgical Engineering,2014,34(1):1-5. |
2 | 孙辉,王在泉,张黎明.六边形进路开采稳定性影响因素分析[J].矿业研究与开发,2015,35(12):13-16. |
2 | Sun Hui,Wang Zaiquan,Zhang Liming. Analysis of influence factors on stability under hexagonal stope mining[J]. Mining Research and Development,2015,35(12):13-16. |
3 | 方传峰,王晋淼,李剡兵.基于PFC2D-DFN的自然崩落法数值模拟研究[J].黄金科学技术,2019,27(2):189-198. |
3 | Fang Chuanfeng,Wang Jinmiao,Li Shanbing. Numerical simulation research of natural caving method based on PFC2D-DFN[J].Gold Science and Technology,2019,27(2):189-198. |
4 | 刘新强.莱新铁矿六边形采场结构的可行性分析[J].辽宁工程技术大学学报(自然科学版),2010,29(1):28-31. |
4 | Liu Xinqiang. Analysis on stability of hexagonal mining room in Laixin ore mine[J].Journal of Liaoning Technical University(Natural Science),2010,29(1):28-31. |
5 | 严体.龙首矿下向进路式充填法采场结构参数研究[D].昆明:昆明理工大学,2006. |
5 | Yan Ti.Study on Stope Structural Parameters of Downward Entry Filling Method in Longshou Mine[D].Kunming:Kunming University of Science and Technology,2006. |
6 | 乔登攀,严体,陈俊智.龙首矿下向分层充填采矿法六角形进路规格优化[J].云南冶金,2007(1):10-14,27. |
6 | Qiao Dengpan,Yan Ti,Chen Junzhi.Stope construction parameters optimization of underhand cutting and filling method in hexagon stope in Longshou mine[J].Yunnan Metallurgy,2007(1):10-14,27. |
7 | 程海勇,乔登攀.金川龙首矿充填采矿与地表沉降规律探讨[J].金属矿山,2012,41(11):32-35. |
7 | Cheng Haiyong,Qiao Dengpan.Discussion on filling mining of Longshou mine in Jinchuan and the laws of surface subsidence[J]. Metal Mine,2012,41(11):32-35. |
8 | 韩冰. 提高龙首矿下向六角形进路式采矿爆破效率研究[D]. 昆明:昆明理工大学,2010. |
8 | Han Bing.Test and Study on Increasing the Blasting Effiency of Underhand Cutting and Filling Method in Hexagon Stope in Longshou Mine[D].Kunming:Kunming University of Science and Technology,2010. |
9 | 王永定.六角形采矿方法进路断面参数优化[C]//中国矿业科技文汇.北京:冶金工业出版社,2014:160-161. |
9 | Wang Yongding.Parameter optimization of hexagonal mining approach section [C]//China Mining Science and Technology Collection.Beijing:Metallurgical Industry Press,2014:160-161. |
10 | 李国平.下沟矿二次动压巷道高预应力支护技术研究[D].西安:西安科技大学,2015. |
10 | Li Guoping.Research on Two Dynamic Pressure Roadway High Prestrssed Supporting Technology of Xiagou Mine[D]. Xi’an :Xi’an University of Science and Technology,2015. |
11 | 邬金,李元辉,司呈斌,等.深埋厚大矿体采场结构参数优化[J].金属矿山,2014,32(11):11-15. |
11 | Wu Jin,Li Yuanhui,Si Chengbin,et al.Optimization of structure parameters in deep & large-sized orebody[J]. Metal Mine,2014,32(11):11-15. |
12 | 周科平,朱和玲,高峰.采矿环境再造地下人工结构稳定性综合方法研究与应用[J].岩石力学与工程学报,2012,31(7):1429-1436. |
12 | Zhou Keping,Zhu Heling,Gao Feng. Research on stability of reconstructed underground artificial structure in mining environment by comprehensive method and application[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(7):1429-1436. |
13 | 朱青凌,尚振华.基于有限差分的某铁矿采场稳定性研究[J].矿业研究与开发,2018,38(11):35-39. |
13 | Zhu Qingling,Shang Zhenhua.Study on stope stability of an iron mine based on finite difference program[J]. Mining Research and Development,2018,38(11):35-39. |
14 | 田敏,胡崴.基于FLAC3D的某铁矿采场结构参数优选[J].现代矿业,2018,34(2):69-70,73. |
14 | Tian Min,Hu Wei.Optimum selection of stope structural parameters of an iron mine based on FLAC3D[J].Modern Mining,2018,34(2):69-70,73. |
15 | 缪国卫,程文文,刘冬生,等.基于FLAC3D的井下采场结构参数优化研究[J].黄金,2015,36(3):29-36. |
15 | Miao Guowei,Cheng Wenwen,Liu Dongsheng,et al. Research on the optimization of underground structure parameters by FLAC3D[J]. Gold,2015,36(3):29-36. |
16 | 黄鹏.煤岩蠕变损伤机理及工作面临空区段煤柱稳定性研究[D].徐州:中国矿业大学,2018. |
16 | Huang Peng.Study on the Creep Damage Mechanism of Coal Petrography and Gob-side Coal Pillar Stability[D]. Xuzhou:China University of Mining and Technology,2018. |
17 | 王磊.固体密实充填开采岩层移动机理及变形预测研究[D].徐州:中国矿业大学,2012. |
17 | Wang Lei.Study on Strata Movement Mechanism and Deformation Prediction of Coal Mining with Solid Waste Compacted Filling[D].Xuzhou:China University of Mining and Technology,2012. |
18 | 刘宝琛,颜荣贵.破裂岩石力学模型探讨[J].岩土工程学报,1981,3(4):81-92. |
18 | Liu Baochen,Yan Ronggui.Mechanical models of fractured rock[J]. Chinese Journal of Geotechnical Engineering,1981,3(4):81-92. |
19 | 闫永富,杜文秀.巴润矿山特殊形状爆区爆破设计优化[J].包钢科技,2019,45(1):12-15. |
19 | Yan Yongfu,Du Wenxiu.Optimization of blasting design for special-shaped blast area of Barun mine[J]. Science and Technology of Baotou Steel,2019,45(1):12-15. |
20 | 师百垒,戴俊,武宇,等.隧道无掏槽齐发崩落爆破应用研究[J].公路,2016,61(11):261-265. |
20 | Shi Bailei,Dai Jun,Wu Yu,et al. Research on application of non-undercutting simultaneous break blasting for tunneling[J]. Highway,2016,61(11):261-265. |
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