Integrated green mining technology of “coal mining-gangue washing-backfilling-strata control-system monitoring”—taking Tangshan Mine as a case study

被引:0
作者
Qiang Zhang
Zhaojun Wang
Jixiong Zhang
Haiqiang Jiang
Yunbo Wang
Kang Yang
Xiuguo Tian
Longfeng Yuan
机构
[1] China University of Mining & Technology,State Key Laboratory of Coal Resources and Safe Mining
[2] School of Mines,Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines
[3] China University of Mining & Technology,undefined
[4] Northeastern University,undefined
[5] Kailuan (Group) Limited Liability Corporation,undefined
来源
Environmental Science and Pollution Research | 2022年 / 29卷
关键词
Backfilling coal mining; Gangue washing; Precise strata control; Impact assessment;
D O I
暂无
中图分类号
学科分类号
摘要
In Tangshan Mine, there are four engineering problems, including the layout of multiple seam mining system, serious environmental damages caused by gangue accumulation and surface collapse, nearly 100 million tons of three under coal (coal trapped under buildings, water bodies, and railways) to be released, and the control accuracy of stratum formations to be improved. The work developed the integrated green mining technology of coal mining, gangue washing-backfilling, strata control, and system monitoring. First, a production system was designed for surface-underground transportation of backfilling materials, underground gangue separation, multiple-seam combined backfilling, and mining. Second, key backfilling equipment was developed at mining heights of 2.2 and 3.5 m by backfilling system layout and precise stratum control methods in Tangshan Mine. After real-time monitoring of stope pressure, backfilling effect, and surface deformation, we evaluated the implementation effect of mining, washing, and backfilling technology. The integrated coal mining in seams 5, 8, and 9 of Tangshan Mine showed that the four backfilling surfaces of T3281, T3292, F5001, and F5002 recovered 946,000 t of raw coal and 1.18 million tons of filled gangue, with a net profit of 363.20 million yuan. The maximum land subsidence values (18, 119, 64, and 47mm) were far lower than the deformation extremes based on the requirements of surface building protection.
引用
收藏
页码:5798 / 5811
页数:13
相关论文
共 76 条
[1]  
Cao Y-J(2020)Current situation and prospect of coal preparation technology in coal mine J Mining Safety Eng 37 192-201
[2]  
Liu M(2020)Shear behavior of the interface between rock and cemented backfill: effect of curing stress, drainage condition and backfilling rate Rock Mech Rock Eng 53 325-336
[3]  
Xing Y-W(2012)An investigation of surface deformation after fully mechanized, solid back fill mining J China Univ Min Technol 22 453-457
[4]  
Fang K(2017)Study on backfilling ratio design based on compaction characteristics of solid backfilling materials J Mining Safety Eng 34 1110-1115
[5]  
Fall M(2020)Image identification method and system for coal and gangue sorting robot J China Coal Soc 45 3636-3644
[6]  
Li J(2016)Research and application on automatic control of comprehensive mechanized solid backfill coal mining Coal Science and Technology 44 149-156
[7]  
Zhang J-X(2020)Application status and development of backfilling mining in coal mines in china J China Coal Soc 45 141-150
[8]  
Huang Y-L(2016)Design and application of two-way conveying system for coal lifting and transportation in main shaft of backfilling coal mining Mining Res Dev 36 45-50
[9]  
Li M(2015)New progress and prospect of backfilling mining theory and technology J China Univ Min Technol 44 391-399
[10]  
Zhang J-X(2017)Mechanics criterion and factors affecting overburden stability in solid dense filling mining J China Univ Min Technol 27 407-413