Affiliation:
1. School of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China
2. Yongdingzhuang Mine, DaTong Coal Mine Group, Datong 037024, China
3. Institute of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou 014010, China
Abstract
The surrounding rock of the roadway under double gobs in the lower coal seams is partially damaged by the mining of the upper coal seam and the stress superimposition of the stepped coal pillars. What is worse, the upper layer of the roof is collapse gangue in double gobs, which makes the anchor cable unable to anchor the reliable bearing layer, so the anchoring performance is weakened. The actual drawing forces of the anchor bolt and anchor cable are only approximately 50 kN and 80 kN, respectively. The roadway develops cracks and large deformations with increasing difficulty in achieving safe ventilation. In view of the above problems, taking the close coal seam mining in the Zhengwen Coal Mine as the engineering background, a theoretical calculation is used to obtain the loading of the step coal pillars and the slip line field distribution of the floor depth. The numerical simulation monitors the stress superimposition of stepped coal pillars and the distribution of elastoplastic areas to effectively evaluate the layout of mining roadways. The numerical simulation also analyzes the effective prestress field distribution of the broken roof and grouting roof anchor cable. A laboratory test was used to monitor the strength of the grouting test block of the broken coal body. Then, we proposed that grouting anchor cable be used to strengthen the weak surface of the roof and block the roof cracks. From on-site measurement, the roadway was seen to be arranged in the lateral stress stabilization area of the stepped coal pillars, the combined support technology of the grouting anchor cable (bolt) + U type steel + a single prop was adopted, the roadway deformation was small, the gas influx was reduced, and the drawing force of the anchor bolt and the anchor cable was increased to approximately 160 kN and 350 kN, respectively. The overall design and control technology of the roadway can meet the site safety and efficient production requirements.
Funder
National Natural Science Foundation of China
Subject
Mechanical Engineering,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics,Civil and Structural Engineering
Reference37 articles.
1. Floor failure depth of upper coal seam during close coal seams mining and its novel detection method
2. Optimization of roadway layout in ultra-close coal seams: A case study
3. Determination on rational location of two gateways in coal mining face under gob with ultra short distance to mining seam;J. Xue;Coal Science and Technology,2012
4. CaiG. S.Study on Roadway Layout & Supporting in Ultra-close Distance Coal Seams Mining of Zhongxing Mine2013(Beijing), ChinaChina University of Mining and TechnologyPhD Thesis
5. Strata behavior regularity of 1.0 m very contiguous seams combined mining;C. Sun;Journal of China Coal Society,2011
Cited by
7 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献