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曹志国. 煤矿地下水库不同人工坝体结构抗震性能研究[J]. 煤炭科学技术, 2020, 48(12).
引用本文: 曹志国. 煤矿地下水库不同人工坝体结构抗震性能研究[J]. 煤炭科学技术, 2020, 48(12).
CAO Zhiguo. Study on aseismic performance of different artificial dam structures of coal mine underground reservoir[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(12).
Citation: CAO Zhiguo. Study on aseismic performance of different artificial dam structures of coal mine underground reservoir[J]. COAL SCIENCE AND TECHNOLOGY, 2020, 48(12).

煤矿地下水库不同人工坝体结构抗震性能研究

Study on aseismic performance of different artificial dam structures of coal mine underground reservoir

  • 摘要: 作为新型地下工程构筑物,煤矿地下水库工程在西部神东矿区已得到成功应用。长期安全稳定运行是煤矿地下水库技术的核心要素之一。作为煤矿地下水库挡水构筑物的水库坝体,尤其是人工坝体,是煤矿地下水库安全运行的重要组成部分。为保证煤矿地下水库在极端条件(如矿震、地震等条件)的安全性,需对人工坝体结构进行抗震安全分析。人工坝体结构一般为平板型,考虑到矿震或地震条件下坝体结构的破坏通常为剪切破坏,为提高人工坝体的抗震性能,提出新型煤矿地下水库人工坝体结构—拱形人工坝体,对比分析了平板式和拱形人工坝体的受力状态;采用有限元方法,得到了震级烈度分别为7、8、9、10时的平板式人工坝体和拱形人工坝体的剪切应力与位移分布云图,对比分析了2种坝体的整体安全系数及可能破坏模式。结果表明:人工坝体的薄弱部位是其与煤岩体的接触部位;地下水库人工坝体受顶底板和周边煤岩体约束,在极端特殊工况条件下仍能保持较好的安全性能,地震烈度达到10时,拱形和平板式人工坝体安全系数分别为22.6和6.4;拱的作用使得煤柱对人工坝体的反作用力中产生了部分压应力,拱形人工坝体受到的部分矿震荷载传递至煤柱坝体,减少了由于矿震引起的人工坝体剪切应力,提高了拱形人工坝体的抗震性能,地震烈度10时拱形人工坝体安全系数是平板式人工坝体的3.5倍以上。

     

    Abstract: Coal mine underground reservoir has successfully constructed in Shendong Coal Mine Area in western China,as an original underground engineering str ucture.Safe operation is critical to coal mine underground reservoir.The dam of coal mine underground reservoir,especially artificial dam,is an important part for safe of the engineering.In order to ensure the safety of coal mine underground reservoirs under extreme conditions( such as mine earthquakes,earthquakes,etc.),it is necessar y to conduct seismic safety analysis of artificial dam structures.The artificial dam structure is generally flat. Considering that the damage of the dam structure undermin e earthquake or earthquake conditions is usually shear failure,a creative dam structure-artificial arch dam is put forward to improve the seismic performance of the artifi cial dam,and force of artificial plat and arch dam is analyzed.Using FEM,shear stresses and displacement cloud chart of artificial plat and arch dam is obtained,with diff erent earthquake intensity( 7,8,9 and 10 degree) and same numerical parameters.Weak position safety factors of artificial plat and arch dam are compared and analyze d.The result reveal following: the contact part between artificial dam and coal stratum is weakest of the coal mine underground reservoir; artificial dam is safe in operati on under extreme operating conditions due to the restraint of roof,floor,coal pillar and stratum,as the safety factor of artificial arch dam and artificial plat dam are 22.6 a nd 6.4 when earthquake intensity is 10 degree; the action of the arch causes partial compressive stress in the reaction force of the coal pillar on the artificial dam body, part of the seismic load received by the arch artificial dam body is transferred to the coal pillar dam body,reducing the artificial dam body shear caused by the mine eart hquake,which improves the seismic performance of the arched artificial dam.

     

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