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    • 7. 发明申请
    • METHOD FOR ERECTING AN UNDERGROUND CONSTRUCTION
    • 方法建筑地下结构
    • WO2010127751A3
    • 2011-04-21
    • PCT/EP2010002183
    • 2010-04-07
    • HERRENKNECHT AGIRMSCHER ILJAPETERS MARK
    • IRMSCHER ILJAPETERS MARK
    • E21D13/00E02D29/045E04H6/18E21D1/08E21D7/00
    • E21D13/00E02D7/28E02D23/08E02D29/045E04H6/12E21D1/08E21D7/00
    • The invention relates to a method for erecting a underground construction, in which a shaft (30) is sunk at the erection site, and the shaft is closed off by a cover (32) in which an opening is provided. Furthermore, a lifting/lowering device (37, 38) is provided in the area of the opening, a locking mechanism (57) is provided in the shaft (30) below the opening, a segment of the construction (46) is provided in the area of the opening and is connected to the lifting/lowering device (37, 38) and is lowered through the opening, down to the locking mechanism (57), and is locked, and is then released from the lifting/lowering device (37, 38) after being locked, a process cycle is performed in which a further segment of the construction (40) is connected to the locked segment of the construction (46), the construction segments located in the shaft are lowered, and said process cycle is repeated until the segments required for erecting the underground construction have been inserted into the shaft.
    • 构筑地下结构,其特征在于,一轴(30)在施工abgetäuft和的方法,所述井用的盖(32)是密封的,其中的开口被提供,即在所述开口(升降的区域/降低装置37,38 提供),该(在锁定的开口下方的轴30)(57)被提供,该结构(46)的一部分在所述开口中,其被连接(与升降的区域中设置/降装置37,38) 通过孔,直到锁定(57)下降,锁定,然后提升/降低装置(37,38)时执行的处理周期,锁定装置后释放,其中该结构(40)的另一部分 结构(46)的锁定部连接,和建筑物位于轴部下降,并且重复该过程循环直到当该UNT为建立的 部所需的外星人结构被引入到该轴。