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Pressure storage structure in water-sealed underground rock

机译:水封地下岩石的储压结构

摘要

PROBLEM TO BE SOLVED: To provide a water sealing type underground in-rock pressure storage mechanism capable of preventing the mutual movement of stored matter by surely forming a water sealing curtain between in-rock pressure storage tanks installed in proximity to each other. SOLUTION: This water sealing type underground rock internal pressure storage mechanism comprises a water-sealed tunnel 2 installed over the in-rock pressure storage tank 1 and 1 and vertical water-sealed boring holes 4 and 4 arranged in double rows between the in-rock pressure storage tanks. Water is supplied from the water-sealed tunnel 2 into the vertical water-sealed boring holes 4 to form the water sealing curtain 5. The vertical water-sealed boring holes arranged in double rows are disposed in staggered state to use in the artificial water sealing type underground in-rock pressure storage tanks.
机译:要解决的问题:提供一种水密封式地下岩层压力存储机构,该机构能够通过在彼此相邻安装的岩层压力存储箱之间可靠地形成水密封帘来防止存储物质的相互运动。解决方案:这种水密封式地下岩石内部压力存储机构包括:安装在岩层压力储罐1和1上的水密封通道2;以及在岩层之间成双排布置的垂直水密封钻孔4和4压力储罐。将水从水封通道2供应到垂直水封钻孔4中以形成水封幕5。以双行布置的垂直水封钻孔以交错状态设置以用于人工水封。型地下岩压储罐。

著录项

  • 公开/公告号JP3956278B2

    专利类型

  • 公开/公告日2007-08-08

    原文格式PDF

  • 申请/专利权人 清水建設株式会社;

    申请/专利号JP20010352673

  • 申请日2001-11-19

  • 分类号B65G5;B65D88/76;E02D29/045;E21D13;F17C1;

  • 国家 JP

  • 入库时间 2022-08-21 21:08:37

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