公开(公告)号：US08281722B2

公开(公告)日：2012-10-09

申请号：US12523221

申请日：2008-01-07

申请人： Dieter Reichel

发明人： Dieter Reichel

IPC分类号： B61B12/04 ,  E01B1/00

CPC分类号： E01D19/06 ,  E01B1/001 ,  E01B1/007 ,  E01B2/003 ,  E01D19/067 ,  E01D19/12

摘要： The invention relates to a solid track comprising a concrete strip on a supporting structure that consists of individual, successively arranged segments (2) and comprising rails (6) for a rail-guided vehicle that are located on the concrete strip. The concrete strip is continuous and spans the individual segments (2) and an anti-friction layer (10) is located between the concrete strip and the segments (2). The solid track according to the invention is characterized in that the concrete strip is a profiled concrete strip (7), in which the course of the solid track in terms of curvature and lateral inclination are reflected and in that in the region of adjacent end faces (13) of two neighboring segments (2), the track is equipped with a device (200) that spans both end faces (13) and absorbs any alteration in the position of the adjacent end faces (13). This prevents the forces acting on the profiled concrete strip (7) from having a critical effect and does not impair the action of the anti-friction layer (10).

摘要翻译： 本发明涉及一种实体轨道，其包括在支撑结构上的混凝土条，该混凝土条由单独的连续布置的段（2）组成，并且包括位于混凝土条上的用于轨道引导车辆的轨道（6）。 混凝土条是连续的并且横跨各个段（2），并且抗磨层（10）位于混凝土条和段（2）之间。 根据本发明的实心轨道的特征在于，混凝土条是异形混凝土条（7），其中实心轨道的曲率和横向倾斜的过程被反射，并且在相邻端面的区域 （2）的两个相邻部分（13）的轨道（13）中，所述轨道配备有跨越两个端面（13）并吸收相邻端面（13）的位置的任何改变的装置（200）。 这防止作用在异型混凝土条（7）上的力具有临界效果，并且不会损害抗摩擦层（10）的作用。

公开(公告)号：US20100001088A1

公开(公告)日：2010-01-07

申请号：US12441055

申请日：2007-09-12

申请人： Dieter Reichel ,  Stefan Bogl

发明人： Dieter Reichel ,  Stefan Bogl

IPC分类号： E01B3/40

CPC分类号： E01B1/004 ,  E01B3/40 ,  E01B5/04

摘要： In a trackway made of concrete slabs (1) with rails (2) for guiding rail-bound vehicles such as railways or tramways, the rails (2) are arranged countersunk in each case one groove in the slab (1) and are guided with an elastic sleeve (3). The rails (2) have a rail head (7), a rail web (8) and a rail foot (9), wherein a minimum width (B) of the groove is larger than the maximum width (b) of the rail foot (9). The concrete slabs (1) are prefabricated components which have positioning elements and connecting elements at their end sides and are permanently connected to one another. The rails (2) are longer than the slab (1) and are pressed into the elastic sleeve (3) of a plurality of slabs (1). In a method for manufacturing a trackway made of concrete slabs (1) with rails (2), the slab (1) is manufactured with the groove and is then installed in the trackway. Finally, the rails (2) are pressed into the elastic sleeve (3) of a plurality of successive slabs (1).

摘要翻译： 在由具有用于引导诸如铁路或电车轨道的轨道车辆的轨道（2）的混凝土板（1）的轨道中，轨道（2）在每个壳体中被布置成一个凹槽，并且被引导在板坯（1）中，并且被引导 弹性套筒（3）。 轨道（2）具有轨道头（7），轨道腹板（8）和轨道脚（9），其中槽的最小宽度（B）大于轨道脚的最大宽度（b） （9）。 混凝土板（1）是在其端侧具有定位元件和连接元件并且彼此永久连接的预制构件。 轨道（2）比板坯（1）长，并被压入多个板坯（1）的弹性套筒（3）中。 在由具有轨道（2）的混凝土板（1）制造的轨道的制造方法中，制造具有槽的板坯（1），然后安装在轨道中。 最后，将轨道（2）压入多个连续板坯（1）的弹性套筒（3）中。

公开(公告)号：US08534958B2

公开(公告)日：2013-09-17

申请号：US13435557

申请日：2012-03-30

申请人： Dieter Reichel ,  Stefan Bogl

发明人： Dieter Reichel ,  Stefan Bogl

IPC分类号： E02B17/02

CPC分类号： E02D27/42 ,  E02B17/0017 ,  E02B17/02 ,  E02B17/025 ,  E02B2017/0065 ,  E02B2017/0078 ,  E02B2017/0086 ,  E02B2017/0091 ,  E02D27/425 ,  F03D13/10 ,  F03D13/22 ,  F05B2240/95 ,  Y02E10/727

摘要： An offshore wind power station has a floatable foundation that can be sunk by flooding a hollow chamber, and a superstructure on which functional units of the station are arranged. The foundation includes a base that projects from the water surface in the sunk state of the foundation and on which the superstructure can be mounted. A floodable floating device surrounds the base in the shape of a ring. In a method for building an offshore station a floatable foundation is prefabricated in a harbor zone, is towed to a mounting location and sunk, whereupon the station is completed with a superstructure and functional units at the mounting location.

摘要翻译： 一个海上风力发电站有一个可漂浮的基础，可以通过淹没一个中空的房间，以及一个上层建筑，站上的功能单元被布置。 该基础包括从基础沉没状态下的水面突出并且可以安装上部结构的基座。 可浮起的浮动装置以环形的形式围绕基座。 在建造海上站的方法中，可浮动地基在港区预制，被拖到安装位置并沉没，于是该站完成了安装位置的上层结构和功能单元。

公开(公告)号：US07730840B2

公开(公告)日：2010-06-08

申请号：US11631753

申请日：2005-06-27

申请人： Dieter Reichel ,  Stefan Bögl ,  Ralf Waidhauser

发明人： Dieter Reichel ,  Stefan Bögl ,  Ralf Waidhauser

IPC分类号： B60L13/04

CPC分类号： E01B25/32 ,  E01B25/305

摘要： A track carrier for a railborne vehicle, especially a magnetic suspended railway comprises a concreted plate (2) projecting laterally from the carrier (1). Stators (15, 16) are arranged at the two lateral ends of the plate (2) on the bottom of the plate (2), lateral guide rails (12) are arranged on the lateral surfaces of the plate (2), and glide strips (8) are arranged on the top side of the plate (2) for driving and guiding the vehicle. Hardenable, especially concreted, positionally correct contact surfaces (5, 6, 7) for the lateral guide rails (12) and/or for the stators (15, 16) and/or for the glide strips (8) are formed on the carrier (1), and the lateral guide rails (12) and/or the stators (15, 16) and/or the glide strips (8) are detachably arranged on, especially screwed to the contact surfaces (5, 6, 7) provided for them.

摘要翻译： 用于轨道车辆，特别是磁悬浮铁路的轨道载体包括从载体（1）侧向突出的混凝土板（2）。 在板（2）的底部的板（2）的两个横向端部处设有定子（15,16），横向导轨（12）布置在板（2）的侧表面上，并且滑动 板（8）布置在板（2）的顶侧上，用于驱动和引导车辆。 可硬化的，特别是混凝土的，用于横向导轨（12）和/或定子（15,16）和/或滑动条（8）的位置校正接触表面（5,6,7）形成在载体 （1），并且横向导轨（12）和/或定子（15,16）和/或滑动条（8）可拆卸地布置在特别是螺纹连接到所提供的接触表面（5,6,7）上 为他们

公开(公告)号：US20050166786A1

公开(公告)日：2005-08-04

申请号：US10508283

申请日：2003-03-01

申请人： Dieter Reichel ,  Ralf Waidhauser

发明人： Dieter Reichel ,  Ralf Waidhauser

IPC分类号： E01B1/00 ,  E01B25/30 ,  B61B12/04

CPC分类号： E01B25/305

摘要： The invention relates to a method for precisely placing a support (10) for a ground level guideway of a track-bound vehicle, particularly of a magnetic levitation system. According to the invention, the support (10) has a guideway plate with guide elements, which are placed thereon while serving to guide the vehicle. The support (10) is placed on a base support (1) having a bottom plate (2). The bottom plate (2) is held at a distance from the guideway plate by at least one web (12). The support (10) is placed on the base support (1) with the web (12), which is placed on the support (10) or on the base support (1), being arranged therebetween, and the support is guided by guides in a transverse direction. The support (10) is provided with its predetermined three-dimensional curve by means of spindles (16) that are supported on the base support (1) or on the web (12), and the resulting gap between the base support (1) and/or web (12) and/or support (10) is subsequently filled with an under casting compound (20).

摘要翻译： 本发明涉及一种用于精确地放置用于轨道车辆的地面导轨的支撑件（10）的方法，特别是磁悬浮系统。 根据本发明，支撑件（10）具有带导向元件的导轨板，它们用于引导车辆。 支撑件（10）放置在具有底板（2）的基座支撑件（1）上。 底板（2）通过至少一个腹板（12）与导轨板保持一定距离。 将支撑件（10）放置在基部支撑件（1）上，其中布置有位于支撑件（10）上或基部支撑件（1）上的腹板（12），并且支撑件被引导件 在横向上。 通过支撑在基座支撑件（1）上或网片（12）上的主轴（16），支撑件（10）具有其预定的三维曲线，并且所得的基座支撑件（1） 和/或纤维网（12）和/或支撑体（10）随后用底部浇铸的化合物（20）填充。

公开(公告)号：US06785945B2

公开(公告)日：2004-09-07

申请号：US10169822

申请日：2002-10-29

申请人： Dieter Reichel ,  Theo Frisch ,  Jürgen Feix

发明人： Dieter Reichel ,  Theo Frisch ,  Jürgen Feix

IPC分类号： B23Q1700

CPC分类号： E01B25/32 ,  Y10T29/49616 ,  Y10T29/49758 ,  Y10T29/49771

摘要： A method for producing a beam for a travel way in a track vehicle system includes fabricating the beam at a production facility with dimensions corresponding to erected dimensions the beam will have at its construction site, or within a predetermined deviation from the erected dimensions. The beam is positioned in the position it will have in its erected state in the travel way at the construction site. Positions for connection points are measured and defined on the beam for appurtenances so that such appurtenances and functional surfaces will have a desired relative position on the beam in its erected state at the construction site. The connection points are reworked by adding or removing material as required so that upon mounting the appurtenances to the beam at the connection points, the appurtenances and functional surfaces will have the desired relative position on the beam at the construction site.

摘要翻译： 一种用于在轨道车辆系统中生产用于行进方式的梁的方法包括在生产设备处制造具有对应于梁将在其施工现场具有的直立尺寸的尺寸的尺寸，或者在垂直尺寸的预定偏差内。 梁在位于施工现场的行进方式中处于竖立状态的位置。 连接点的位置在附件的梁上测量和定义，以使这些附属物和功能表面在施工现场的竖立状态下的梁上具有期望的相对位置。 通过根据需要添加或移除材料来重新连接点，以便在连接点将附件安装到梁上时，附件和功能表面将在施工现场的梁上具有所需的相对位置。

公开(公告)号：US06782832B2

公开(公告)日：2004-08-31

申请号：US10129997

申请日：2002-09-30

申请人： Dieter Reichel ,  Jürgen Feix

发明人： Dieter Reichel ,  Jürgen Feix

IPC分类号： B61B1204

CPC分类号： B60L13/00 ,  B60L2200/26 ,  E01B25/30 ,  E01B25/305 ,  E01B25/32 ,  Y02T90/16

摘要： A beam for a railway track guided vehicle system configured to be supported at spatial intervals on piers includes an upper flange disposed along a longitudinal length of the beam. The upper flange has opposite laterally outward portions configured for receipt of functional elements for guidance of a track vehicle. Opposite side webs extend downwardly from the upper flange along the longitudinal length of the support. A lower flange is disposed at ends of the webs opposite from the upper flange and is disposed longitudinally along the length of the support. The beam includes a uniform cross-sectional shape along a longitudinal length thereof so as to generate favorable air flow conditions for the track guided vehicle. The lower flange has a lateral dimension so as to essentially cover an underlying pier. In this way, the pier does not cause air flow disturbances to the track guided vehicle.

摘要翻译： 用于铁路轨道导向车辆系统的梁，被配置成在码头上以空间间隔被支撑，包括沿着梁的纵向长度设置的上凸缘。 上凸缘具有相对的横向向外部分，其构造成用于接收用于引导轨道车辆的功能元件。 相对的侧腹板沿着支撑件的纵向长度从上凸缘向下延伸。 下腹板设置在腹板的与上凸缘相对的端部处并且沿着支撑件的长度纵向设置。 梁包括沿其纵向长度的均匀的横截面形状，以便为轨道导向车辆产生有利的气流条件。 下凸缘具有侧向尺寸，以便基本上覆盖下面的码头。 这样，码头不会对轨道导引车辆造成气流干扰。

公开(公告)号：US20120243943A1

公开(公告)日：2012-09-27

申请号：US13435557

申请日：2012-03-30

申请人： Stefan Bögl ,  Dieter Reichel

发明人： Stefan Bögl ,  Dieter Reichel

IPC分类号： E02D27/52 ,  E02D27/50

CPC分类号： E02D27/42 ,  E02B17/0017 ,  E02B17/02 ,  E02B17/025 ,  E02B2017/0065 ,  E02B2017/0078 ,  E02B2017/0086 ,  E02B2017/0091 ,  E02D27/425 ,  F03D13/10 ,  F03D13/22 ,  F05B2240/95 ,  Y02E10/727

摘要： An offshore wind power station has a floatable foundation that can be sunk by flooding a hollow chamber, and a superstructure on which functional units of the station are arranged. The foundation includes a base that projects from the water surface in the sunk state of the foundation and on which the superstructure can be mounted. A floodable floating device surrounds the base in the shape of a ring. In a method for building an offshore station a floatable foundation is prefabricated in a harbor zone, is towed to a mounting location and sunk, whereupon the station is completed with a superstructure and functional units at the mounting location.

摘要翻译： 一个海上风力发电站有一个可漂浮的基础，可以通过淹没一个中空的房间，以及一个上层建筑，站上的功能单元被布置。 该基础包括从基础沉没状态下的水面突出并且可以安装上部结构的基座。 可浮起的浮动装置以环形的形式围绕基座。 在建造海上站的方法中，可浮动地基在港区预制，被拖到安装位置并沉没，于是该站完成了安装位置的上层结构和功能单元。

公开(公告)号：US08091797B2

公开(公告)日：2012-01-10

申请号：US12441055

申请日：2007-09-12

申请人： Dieter Reichel ,  Stefan Bogl

发明人： Dieter Reichel ,  Stefan Bogl

IPC分类号： E01B1/00

CPC分类号： E01B1/004 ,  E01B3/40 ,  E01B5/04

摘要： A trackway for guiding rail-bound vehicles is disclosed that includes a plurality of pre-fabricated concrete slabs firmly attached to one another, wherein each of the concrete slabs includes positioning and connecting elements. At least one groove is formed in each of the concrete slabs and at least one elastic sleeve is configured to fit within the groove(s) of several of the concrete slabs. A plurality of rails are configured to fit within the elastic sleeve(s), wherein the length of one of the rails is longer than the length of one of the concrete slabs.

摘要翻译： 公开了用于引导轨道车辆的轨道，其包括彼此牢固地连接的多个预制混凝土板，其中每个混凝土板包括定位和连接元件。 在每个混凝土板中形成至少一个凹槽，并且至少一个弹性套筒构造成装配在几个混凝土板的凹槽内。 多个轨道被配置成装配在弹性套筒内，其中一个轨道的长度比一个混凝土板的长度长。

公开(公告)号：US20110158750A1

公开(公告)日：2011-06-30

申请号：US13062325

申请日：2009-08-27

申请人： Dieter Reichel ,  Stefan Bogl

发明人： Dieter Reichel ,  Stefan Bogl

IPC分类号： E02D27/52

摘要： An offshore station (1), in particular an offshore wind power station, comprises a floatable foundation (2) that can be sunk by flooding a hollow chamber, and a superstructure (6) on which functional units (7, 8) of the station (1) are arranged. The foundation (2) includes a bottom pale (3), a base (4) which is disposed on the bottom plate (3) and projects from the water surface (12) in the sunk state of the foundation (2) and on which the superstructure (6) can be mounted, and a floodable floating device (5) which surrounds the base (4) in the shape of a ring. In a method for building an offshore station (1), in particular an offshore wind power station, a floatable foundation (2) is prefabricated in a harbor zone, is towed to a mounting location after being prefabricated and is sunk, whereupon the station (1) is completed with a superstructure (6) and functional units (7, 8) of the station at the mounting location. In the harbor zone, a bottom plate (3) of the foundation (2) is concreted, a base (4) of the superstructure (6) preferably made of prefabricated concrete parts (15) is mounted on the bottom plate (3), and a floodable floating device (5) which surrounds the base (4) in the shape of a ring is mounted on the bottom plate (3) and/or the base (4) once the base (4) has been mounted.

摘要翻译： 离岸站（1），特别是海上风力发电站，包括可通过淹没中空室而沉没的浮动基座（2）和上部结构（6），其上设有工作台的功能单元（7,8） （1）。 基座（2）包括底部浅色（3），底座（4），其设置在底板（3）上并且在基础（2）的沉没状态下从水面（12）突出，并且其上 可以安装上部结构（6），以及围绕基部（4）形成环形的可漂浮浮动装置（5）。 在建造离岸站（1），特别是海上风力发电站的方法中，浮动式基座（2）预制在港区，在预制后被拖到安装位置并被沉没，于是该站（ 1）在安装位置完成了车站的上层建筑（6）和功能单元（7,8）。 在海港区域，将基础（2）的底板（3）混凝土浇筑，优选地由预制混凝土部件（15）制成的上部结构（6）的基部（4）安装在底板（3）上， 并且一旦安装了基座（4），则在底板（3）和/或基座（4）上安装围绕基座（4）形成环形的可漂浮浮动装置（5）。