摘要
山西干河煤矿受奥灰水影响较为严重,水文地质条件较为复杂,并具有突水可能性。因此,根据干河煤矿二采区1-203工作面巷道实际情况为设计背景,提出了两种设计方案,通过理论计算和数值模拟方法对上述两种方案进行了深入研究。研究结果表明,新型注浆楔形防水闸墙结构形式符合耐压条件的同时工程量也明显减小,优势较为明显,为未来矿井的水害防治提供了宝贵经验。
Ganhe Coal Mine in Shanxi Province is seriously affected by Ordovician limestone water,with complex hydrogeological conditions and the possibility of water inrush.Therefore,according to the actual situation of the 1-203 working face roadway in the second mining area of Ganhe Coal Mine,two design schemes are proposed,and the above two schemes are deeply studied by theoretical calculation and numerical simulation.The research results show that the structural form of the new grouting wedge-shaped waterproof gate wall not only meets the pressure conditions,but also significantly reduces the quantities,and has obvious advantages,which provides valuable experience for the prevention and control of mine water disasters in the future.
作者
曹攀攀
Cao Panpan(China Coal Tianjin Design Engineering Co.,Ltd.,Tianjin 300120)
出处
《山东煤炭科技》
2021年第9期176-178,186,共4页
Shandong Coal Science and Technology
关键词
防水闸墙
设计方案
注浆楔形
数值模拟
理论分析
waterproof gate wall
design scheme
grouting wedge
numerical simulation
theoretical analysis