袁世冲,李强,杭远,等. 2024. 深部矿山高承压应急防水闸门设计计算与数值模拟研究——以滇东北毛坪铅锌矿为例[J]. 工程地质学报,32(2):632-644. doi: 10.13544/j.cnki.jeg.2022-0731.
    引用本文: 袁世冲,李强,杭远,等. 2024. 深部矿山高承压应急防水闸门设计计算与数值模拟研究——以滇东北毛坪铅锌矿为例[J]. 工程地质学报,32(2):632-644. doi: 10.13544/j.cnki.jeg.2022-0731.
    Yuan Shichong, Li Qiang, Hang Yuan, et al. 2024. Design calculation and numerical simulation investigation of high pressure emergency water retention bulkhead in deep mines: a case study of Maoping lead-zinc mine in Northeast Yunnan,China[J]. Journal of Engineering Geology, 32(2): 632-644. doi: 10.13544/j.cnki.jeg.2022-0731.
    Citation: Yuan Shichong, Li Qiang, Hang Yuan, et al. 2024. Design calculation and numerical simulation investigation of high pressure emergency water retention bulkhead in deep mines: a case study of Maoping lead-zinc mine in Northeast Yunnan,China[J]. Journal of Engineering Geology, 32(2): 632-644. doi: 10.13544/j.cnki.jeg.2022-0731.

    深部矿山高承压应急防水闸门设计计算与数值模拟研究——以滇东北毛坪铅锌矿为例

    DESIGN CALCULATION AND NUMERICAL SIMULATION INVESTIGATION OF HIGH PRESSURE EMERGENCY WATER RETENTION BULKHEAD IN DEEP MINES: A CASE STUDY OF MAOPING LEAD-ZINC MINE IN NORTHEAST YUNNAN, CHINA

    • 摘要: 应急防水闸门及其配套工程在水害发生时,能够在短时间内有效控制水害的影响范围和程度,保障机械设备和人员安全。随着矿山开采深度的逐年增加,应急防水闸门及闸门硐室所需要承受的水压也在不断增加,地质条件更加复杂,施工环境也更加恶劣。本文以滇东北大水矿山毛坪铅锌矿为例,在系统评价其310 m中段局部注浆改造前后突水风险的基础上,分析了深部高承压应急防水闸门设计和建造过程中的多项关键技术问题,主要包括防水闸门设计承压值计算、硐室选址、结构类型、关键结构参数、开挖围岩扰动、围岩与结构的水压响应、闸门选型与远程控制系统等。设计计算结果表明,毛坪铅锌矿310 m中段应采用倒截锥形硐室结构,对开型防水闸门,设计承压6.4 MPa。数值模拟结果表明,防水闸门硐室开挖及浇筑后,竖直和水平方向的压应力和拉应力均增大,围岩塑性破坏的范围约为0.38 m,第1个倒截锥形塞的迎水侧承担了超过80%的总水压。最后,探讨了深部高承压应急防水闸门系统的发展趋势,包括防水闸门及硐室结构长期服役的稳定性监测与评价、深部复杂地质条件下的设计与建造技术、配套智能化的水害信息辨识与预警平台等。研究结果可以为深部矿山设计和建造应急防水闸门系统提供参考和借鉴。

       

      Abstract: The emergency water retention bulkhead is an important mine water prevention and control measure to effectively control the impact range and degree of water damage, and ensure the safety of mechanical equipment and personnel in a short time. As the mining depth of the mine increases year by year, the potential water pressure that the emergency water retention bulkhead and its chamber need to bear is also increasing, the geological conditions are more complex, and the construction environment is also worse. Taking the Maoping lead-zinc mine in Northeast Yunnan Province as an example, on the basis of systematically evaluating the risk of water inrush in its 310 m middle section, this paper analyzes a number of key technical problems in the design and construction of the deep high-pressure emergency water retention bulkhead, mainly including the location of the water retention bulkhead chamber, the structural type of the chamber, the key structural parameters, the disturbance of excavation surrounding rock, water pressure response of the surrounding rocks and structure, and the type of bulkhead selection and remote control system. The design calculation results show that the 310 m level of the Maoping lead-zinc mine should adopt the inverted cone chamber structure, the split type bulkhead, and the design pressure is 6.4 MPa. The numerical simulation results show that after the excavation and pouring of the water retention bulkhead, the vertical and horizontal compressive and tensile stresses increase, and the plastic failure range of the surrounding rocks is about 0.38 m. The upstream side of the first inverted cone plug bears more than 80% of the total water pressure. Finally, the development trend of the deep high-pressure emergency water retention bulkhead system is proposed, mainly including the monitoring and evaluation of the long-term stability of the water retention bulkhead and the chamber structure, the design and construction technology under the deep complex geological conditions, the matching intelligent water disaster information identification and warning device. The results can provide technical reference and reference for the design and construction of an emergency water retention bulkhead.

       

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