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    • 1. 发明授权
    • Method for erecting an underground construction
    • 地下施工方法
    • US08763344B2
    • 2014-07-01
    • US13319238
    • 2010-04-07
    • Ilja IrmscherMarc Peters
    • Ilja IrmscherMarc Peters
    • E04G21/00E04G23/00E02D7/28E02D23/08E04H6/12E02D29/045E21D13/00E21D7/00E21D1/08
    • E21D13/00E02D7/28E02D23/08E02D29/045E04H6/12E21D1/08E21D7/00
    • The invention relates to a method for erecting an underground structure, wherein the method is intended to ensure that the underground structure is assembled as safely as possible. The method is characterized in that a shaft is sunk at the erection site and the shaft is closed off by a cover in which an opening is provided, in that a lifting/lowering device is provided in the region of the opening, in that a locking mechanism is provided in the shaft below the opening, in that a section of the structure is provided in the region of the opening and is connected to the lifting/lowering device, is lowered through the opening down to the locking mechanism and locked and is then released from the lifting/lowering device after locking, in that a process cycle is performed in which a further section of the structure is provided in the region of the opening, said section is connected to the lifting/lowering device and to the locked section of the structure, then the locking of the previous section is released, the structure sections situated in the shaft are lowered until the uppermost section is situated in the locking region, and the uppermost section of the structure is locked, and this process cycle is repeated until the sections required for erecting the underground structure have been inserted into the shaft.
    • 本发明涉及一种竖立地下结构的方法,其中该方法旨在确保地下结构尽可能安全地组装。 该方法的特征在于,在安装位置处轴被沉没,并且轴被设置有开口的盖封闭,因为提升/降低装置设置在开口的区域中,因为锁定 机构设置在开口下方的轴中,因为结构的一部分设置在开口的区域中并连接到升降装置,通过开口向下降到锁定机构并被锁定 在锁定之后,从提升/降低装置释放的结果是,在开口区域中进行结构的另一部分的处理循环,所述部分连接到提升/降低装置和锁定部分 结构,则前一部分的锁定被释放,位于轴中的结构部分下降直到最上部分位于锁定区域中,并且结构的最上部分 被锁定,并且重复该过程循环,直到竖立地下结构所需的部分已经插入到轴中。
    • 2. 发明申请
    • METHOD FOR ERECTING AN UNDERGROUND CONSTRUCTION
    • 地下施工方法
    • US20120163919A1
    • 2012-06-28
    • US13319238
    • 2010-04-07
    • Ilja IrmscherMarc Peters
    • Ilja IrmscherMarc Peters
    • E02D29/045
    • E21D13/00E02D7/28E02D23/08E02D29/045E04H6/12E21D1/08E21D7/00
    • The invention relates to a method for erecting an underground structure, wherein the method is intended to ensure that the underground structure is assembled as safely as possible. The method is characterized in that a shaft is sunk at the erection site and the shaft is closed off by a cover in which an opening is provided, in that a lifting/lowering device is provided in the region of the opening, in that a locking mechanism is provided in the shaft below the opening, in that a section of the structure is provided in the region of the opening and is connected to the lifting/lowering device, is lowered through the opening down to the locking mechanism and locked and is then released from the lifting/lowering device after locking, in that a process cycle is performed in which a further section of the structure is provided in the region of the opening, said section is connected to the lifting/lowering device and to the locked section of the structure, then the locking of the previous section is released, the structure sections situated in the shaft are lowered until the uppermost section is situated in the locking region, and the uppermost section of the structure is locked, and this process cycle is repeated until the sections required for erecting the underground structure have been inserted into the shaft.
    • 本发明涉及一种竖立地下结构的方法,其中该方法旨在确保地下结构尽可能安全地组装。 该方法的特征在于,在安装位置处轴被沉没,并且轴被设置有开口的盖封闭,因为提升/降低装置设置在开口的区域中,因为锁定 机构设置在开口下方的轴中,因为结构的一部分设置在开口的区域中并连接到升降装置,通过开口向下降到锁定机构并被锁定 在锁定之后,从提升/降低装置释放的结果是,在开口区域中进行结构的另一部分的处理循环,所述部分连接到提升/降低装置和锁定部分 结构,则前一部分的锁定被释放,位于轴中的结构部分下降直到最上部分位于锁定区域中,并且结构的最上部分 被锁定,并且重复该过程循环,直到竖立地下结构所需的部分已经插入到轴中。