基于连采施工工艺大断面切眼一次成巷技术 |
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引用本文: | 刘平,贾江伟,刘伟. 基于连采施工工艺大断面切眼一次成巷技术[J]. 煤矿安全, 2013, 44(3): 89-92 |
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作者姓名: | 刘平 贾江伟 刘伟 |
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作者单位: | 1. 国电建投内蒙古能源有限公司,内蒙古鄂尔多斯,017000 2. 西安科技大学建筑与土木工程学院,陕西西安,710054 |
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摘 要: | 为提高大断面切眼掘进速度及保证巷道掘进过程的整体稳定性,提出了一种适合连采机施工的一次成巷技术,大大提高了巷道掘进速度。采用Midas/GTS数值模拟研究了连采施工一次成巷与传统分断面二次成巷2种开挖方式下,开切眼的围岩变形特点及应力分布特征。研究结果表明:连采施工一次成巷时顶板下沉量、底臌量及围岩塑性区都较小,并且巷道受力相对均匀,更有利于巷道稳定。
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关 键 词: | 大断面切眼 连采施工 一次成巷 数值模拟 |
Study on Once-tunneling Technology for Large Cross Section Open-Off Cut Based on Continuous Mining Construction |
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Abstract: | In order to improve the driving speed of large section open-off cut and ensure roadway overall stability during tunneling process,the once-tunneling technology suited for continuous miner is proposed,which greatly improves the driving speed.A Midas/ GTS numerical simulation is applied to study the surrounding rock deformation features and the stress distribution features of the open-off cut under two kinds of excavation modes of continuous mining once-tunneling and traditional sub-sectional secondary tunneling.The results show that the roof subsidence value,the floor heave value and the plasticity zone of the surrounding rock are small with continuous mining construction once-tunneling technology,the gateway stress is even and favorable to the stability of the surrounding rock. |
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Keywords: | large section open-off cut continuous mining construction once-tunneling technology numerical simulation |
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