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    • 1. 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。
    • 2. 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。
    • 3. 发明申请
    • Protective element, concrete element, and method for producing a concrete element
    • 保护元件,混凝土构件和混凝土构件的制造方法
    • US20120301224A1
    • 2012-11-29
    • US13521405
    • 2010-01-12
    • Marc Peters
    • Marc Peters
    • E21D11/38
    • E21D11/385B28B21/563B29C45/0053B29L2031/10B29L2031/26E21D11/08E21D11/107E21D11/15
    • The invention relates to a protective element (20) for connecting to a concrete element (10) of a tunnel lining, to the concrete element (10) and to the method for producing the concrete element (10). It is an object of the invention to provide a protective element (20) for a tunnel lining, or the associated concrete element, which ensures that the protective casing of the tunnel lining is better safeguarded against corrosive gases or liquids. The solution of the invention provides that the protective element (20) is produced from an injection-moldable plastics material, that a protective portion (21, 22, 23) is connected in a single piece to a seal (30), wherein the connection is gas-tight and liquid-tight, that the protective portion (21, 22, 23) is connected in a single piece to a connecting element (24, 25, 26, 27, 28), and that the single-piece connection is produced by injection molding of the plastics material.
    • 本发明涉及一种用于连接到混凝土构件(10)的隧道衬砌的混凝土构件(10)的保护元件(20)和用于生产混凝土构件(10)的方法。 本发明的一个目的是提供一种用于隧道衬砌或相关混凝土构件的保护元件(20),其确保隧道衬砌的保护外壳更好地防止腐蚀性气体或液体受到保护。 本发明的解决方案提供了保护元件(20)由可注射成型的塑料材料制成,保护部分(21,22,23)以单件连接到密封件(30),其中连接 保护部分(21,22,23)以单件连接到连接元件(24,25,26,27,28),并且单件连接是 通过塑料材料的注射成型制成。
    • 5. 发明申请
    • METHOD AND DEVICE FOR CREATING AN UNDERWATER FOUNDATION OF A BUILDING
    • 用于创建建筑物下水基础的方法和装置
    • US20120076591A1
    • 2012-03-29
    • US13322848
    • 2010-04-07
    • Marc Peters
    • Marc Peters
    • E02D7/00
    • E02D7/20E02D7/16E02D7/26E02D7/28E02D13/04E02D27/52
    • The invention relates to a method and a device for creating an underwater foundation of a building, wherein a base element is provided as a module carrier (11) at the erection site and a pile (6) forms the foundation to be created or is a component of the foundation, wherein the pile (6) is implemented as a hollow body. The aim of the invention is to allow the creation of a foundation in geologically difficult conditions, while simultaneously reducing noise emissions in sensitive areas. The aim is achieved by clamping the pile (6) in a pivot module (13), by erecting the pile (6) by way of pivoting the pivot module (13), until the desired driving direction into the ground (9) relative to the horizontal is achieved, by locking the pivot module after erecting the desired slope, by sinking the pile (6) to the floor (8) of the water system (7) and pressing it into the floor (8) until a limit value of a driving force is reached, by installing a sinking device (24) in the pile (6) and sinking it to the floor (8), by loosening the rock (9) below the pile (6) and sinking the pile (6) until the final depth is reached.
    • 本发明涉及一种用于建造建筑物的水下基础的方法和装置,其中,基座元件作为在架设位置处的模块托架(11)提供,并且桩(6)形成要被创建的基础,或者是 所述基础的部件,其中所述桩(6)被实施为中空体。 本发明的目的是允许在地质困难条件下创造基础,同时减少敏感区域的噪声排放。 目的是通过将枢轴(6)夹紧在枢转模块(13)中,通过使枢转模块(13)枢转直到所需的驱动方向相对于地面(9)相对于 通过将堆(6)下沉到水系(7)的地板(8)上并将其压入地板(8)中直到达到所需水平的极限值 通过在桩(6)上安装下沉装置(24)并将其下沉到地板(8)上,通过松开桩(6)下方的岩石(9)并使桩(6)下沉,达到驱动力, 直到达到最后的深度。
    • 8. 发明授权
    • Protective element, concrete element, and method for producing a concrete element
    • 保护元件,混凝土构件和混凝土构件的制造方法
    • US09388691B2
    • 2016-07-12
    • US13521405
    • 2010-01-12
    • Marc Peters
    • Marc Peters
    • E21D11/38E21D11/15E21D11/08
    • E21D11/385B28B21/563B29C45/0053B29L2031/10B29L2031/26E21D11/08E21D11/107E21D11/15
    • The invention relates to a protective element (20) for connecting to a concrete element (10) of a tunnel lining, to the concrete element (10) and to the method for producing the concrete element (10). It is an object of the invention to provide a protective element (20) for a tunnel lining, or the associated concrete element, which ensures that the protective casing of the tunnel lining is better safeguarded against corrosive gases or liquids. The solution of the invention provides that the protective element (20) is produced from an injection-moldable plastics material, that a protective portion (21, 22, 23) is connected in a single piece to a seal (30), wherein the connection is gas-tight and liquid-tight, that the protective portion (21, 22, 23) is connected in a single piece to a connecting element (24, 25, 26, 27, 28), and that the single-piece connection is produced by injection molding of the plastics material.
    • 本发明涉及一种用于连接到混凝土构件(10)的隧道衬砌的混凝土构件(10)的保护元件(20)和用于生产混凝土构件(10)的方法。 本发明的一个目的是提供一种用于隧道衬砌或相关混凝土构件的保护元件(20),其确保隧道衬砌的保护外壳更好地防止腐蚀性气体或液体受到保护。 本发明的解决方案提供了保护元件(20)由可注射成型的塑料材料制成,保护部分(21,22,23)以单件连接到密封件(30),其中连接 保护部分(21,22,23)以单件连接到连接元件(24,25,26,27,28),并且单件连接是 通过塑料材料的注射成型制成。
    • 9. 发明授权
    • Method and device for creating an underwater foundation of a building
    • 用于创建建筑物的水下基础的方法和装置
    • US09222233B2
    • 2015-12-29
    • US13322848
    • 2010-04-07
    • Marc Peters
    • Marc Peters
    • E02D7/00E02D7/20E02D7/16E02D7/26E02D7/28E02D13/04E02D27/52
    • E02D7/20E02D7/16E02D7/26E02D7/28E02D13/04E02D27/52
    • The invention relates to a method and a device for creating an underwater foundation of a building, wherein a base element is provided as a module carrier (11) at the erection site and a pile (6) forms the foundation to be created or is a component of the foundation, wherein the pile (6) is implemented as a hollow body. The aim of the invention is to allow the creation of a foundation in geologically difficult conditions, while simultaneously reducing noise emissions in sensitive areas. The aim is achieved by clamping the pile (6) in a pivot module (13), by erecting the pile (6) by way of pivoting the pivot module (13), until the desired driving direction into the ground (9) relative to the horizontal is achieved, by locking the pivot module after erecting the desired slope, by sinking the pile (6) to the floor (8) of the water system (7) and pressing it into the floor (8) until a limit value of a driving force is reached, by installing a sinking device (24) in the pile (6) and sinking it to the floor (8), by loosening the rock (9) below the pile (6) and sinking the pile (6) until the final depth is reached.
    • 本发明涉及一种用于建造建筑物的水下基础的方法和装置,其中,基座元件作为在架设位置处的模块托架(11)提供,并且桩(6)形成要被创建的基础,或者是 所述基础的部件,其中所述桩(6)被实施为中空体。 本发明的目的是允许在地质困难条件下创造基础,同时减少敏感区域的噪声排放。 目的是通过将枢轴(6)夹紧在枢转模块(13)中,通过使枢转模块(13)枢转直到所需的驱动方向相对于地面(9)相对于 通过将堆(6)下沉到水系(7)的地板(8)上并将其压入地板(8)中直到达到所需水平的极限值 通过在桩(6)上安装下沉装置(24)并将其下沉到地板(8)上,通过松开桩(6)下方的岩石(9)并使桩(6)下沉,达到驱动力, 直到达到最后的深度。