TRÄGER EINES FAHRWEGES FÜR EIN SPURGEBUNDENES FAHRZEUG
    23.
    发明公开
    TRÄGER EINES FAHRWEGES FÜR EIN SPURGEBUNDENES FAHRZEUG 有权
    驱动方式用于轨道限制车辆的支持

    公开(公告)号:EP1763611A1

    公开(公告)日:2007-03-21

    申请号:EP05756832.1

    申请日:2005-06-27

    IPC分类号: E01B25/32 E01B25/30

    CPC分类号: E01B25/32 E01B25/305

    摘要: A girder of a guideway for a track-bound vehicle, particularly a magnetic levitation system, comprises a concrete slab (2) laterally protruding from the girder (1). At both lateral ends of the slab (2), stators (15, 16) are mounted on the underside of the slab (2), lateral guide rails (12) are mounted on the lateral surfaces of the slab (2), and gliding strips (8) are mounted on the top side of the slab (2) for driving and guiding the vehicle. Curable, particularly concrete positionally correct bearing surfaces (5, 6, 7) for the lateral guide rails (12) and/or for the stators (15, 16) and/or for the gliding strips (8) are formed on the girder (1), and the lateral guide rails (12) and/or the stators (15, 16) and/or the gliding strips (8) are detachably mounted, particularly bolted, onto the bearing surfaces (5, 6, 7) provided therefor.

    FESTE FAHRBAHN
    24.
    发明公开
    FESTE FAHRBAHN 有权
    板式轨道

    公开(公告)号:EP1415042A1

    公开(公告)日:2004-05-06

    申请号:EP02760231.7

    申请日:2002-07-09

    IPC分类号: E01B1/00

    摘要: The invention relates to rigid track consisting of concrete, in particular of pre-cast concrete components, comprising a slab (1) with traversing fixing elements (4), or a plurality of fixing elements arranged thereon, of rails (3) for track-borne vehicles. The inventive rigid track is characterised in that a pre-cast concrete component constitutes a protuberance (5) that is positioned on the slab (1), parallel to at least one rail (3) and located on at least one side of the rail (3), to act as a guard and a guide for the vehicle during a derailment.

    VERFAHREN UND VORRICHTUNG ZUR LAGEKORREKTUR EINER PLATTENKONSTRUKTION AUS BETONFERTIGTEILPLATTEN
    25.
    发明公开
    VERFAHREN UND VORRICHTUNG ZUR LAGEKORREKTUR EINER PLATTENKONSTRUKTION AUS BETONFERTIGTEILPLATTEN 有权
    方法调整板设计从BETONFERTIGTEILWERK板

    公开(公告)号:EP1317582A1

    公开(公告)日:2003-06-11

    申请号:EP01978280.4

    申请日:2001-08-18

    IPC分类号: E01B29/04

    摘要: The invention relates to a method for correcting the position of a slab construction, especially a solid carriageway for high-speed vehicles, consisting of precast concrete slabs (1). The precast slabs (1) are supported by a substructure made from a hardenable underpoured material (4) and a supporting layer (5) on the base. In order to correct the position of at least one precast slab (1), the precast slab (1) is at least partially detached from the substructure, especially from the under poured material (4) and/or the supporting layer (5), whereupon it is finely aligned and then underpoured once more with said material (4). A separating device (20,21) is arranged on a precast concrete slab (1) which is to be detached on a successive precast concrete slab in a device provided with one such separating device in order to detach at least one part of a concrete slab (1) pertaining to a solid carriageway for high speed vehicles from the substructure thereof, especially when the position is corrected.

    TURM MIT EINEM ADAPTERSTÜCK SOWIE VERFAHREN ZUR HERSTELLUNG EINES TURMS MIT EINEM ADAPTERSTÜCK
    27.
    发明公开
    TURM MIT EINEM ADAPTERSTÜCK SOWIE VERFAHREN ZUR HERSTELLUNG EINES TURMS MIT EINEM ADAPTERSTÜCK 有权
    随着对制造塔采用了一块适配器架适配器和方法TOWER

    公开(公告)号:EP2580408A2

    公开(公告)日:2013-04-17

    申请号:EP11719508.1

    申请日:2011-05-04

    摘要: The invention relates to a tower (1) comprising a lower tubular tower section (2) made of concrete, an upper tubular tower section (3) made of steel and an adapter piece (7) for connecting the two tower sections (2, 3). The adapter piece (7) consists of an annular concrete element (8) and a steel element (9), the steel element (9) containing at least one annular flange (9a) that covers preferably entirely a surface of the concrete element (8), said surface being at the top in the installed state. The steel element (9) is directly cast together with the concrete element (8), wherein the annular flange (9a) is completely underpoured, essentially without air inclusions. In a method for producing a tower (1) comprising an adapter piece (7), a steel element (9) having an annular flange (9a) is placed head down into an annular formwork in order to produce said adapter piece (7). A concrete material is then introduced into the formwork in order to produce an annular concrete element (8) of the adapter piece (7), whereby the concrete material is directly applied onto the subsequent bottom side of the flange (9a).

    摘要翻译: 本发明涉及(1),其包含(2)由混凝土制成的下部管状塔架段的塔架,以由钢制成并且转接件(7),用于连接两个塔架区段(2,3的上部管状塔部分(3) )。 (7)besteht的环形设计的混凝土元件(8)和一个钢元件(9),该钢元件(9)的含有至少一个环形设计凸缘(9a)中做了转接件覆盖优选完全(混凝土元件的表面8 ),所述表面处于在安装状态下的顶部。 该钢元件(9)直接与混凝土元件(8),环形设计worin凸缘(9a)的完全呼叫underpoured,本质上没有空气夹杂物浇铸在一起。 在生产包含(7),在环形设计凸缘(9A),其具有钢构件(9)的适配器件的塔(1)的方法,以便产生所述转接件(7)被置于头向下进入到环形的设计模板。 然后,将混凝土材料被引入到模板以产生在所述转接件(7),由此,混凝土材料被直接施加到所述凸缘(9a)中的后续底侧的环形设计混凝土元件(8)。

    OFF-SHORE-ANLAGE, FUNDAMENT EINER OFF-SHORE-ANLAGE UND VERFAHREN ZUM ERRICHTEN EINER OFF-SHORE-ANLAGE
    28.
    发明公开
    OFF-SHORE-ANLAGE, FUNDAMENT EINER OFF-SHORE-ANLAGE UND VERFAHREN ZUM ERRICHTEN EINER OFF-SHORE-ANLAGE 审中-公开
    OFF-SHORE-ANLAGE,基金会EINER OFF-SHORE-ANLAGE UND VERFAHREN ZUM ERRICHTEN EINER OFF-SHORE-ANLAGE

    公开(公告)号:EP2334929A2

    公开(公告)日:2011-06-22

    申请号:EP09782257.1

    申请日:2009-08-27

    IPC分类号: F03D1/00

    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 plate (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: 基座(2)具有设置在底板(3)上的基部(4)和围绕基部的可浮动浮动装置(5),其中基座通过溢出中空室而沉没。 基地从基础的沉没状态的水面(12)投射基地,在基地安装了离岸植物的结构。 浮动装置由环形段预制件(19)组成,并且由围绕基座设置的封闭的桶形容器形成。 外环壁直接安装在底板上。 对于构建离岸设备的方法也包括独立权利要求。

    BIEGETRÄGER FÜR EINE MAGNETSCHWEBEBAHN
    29.
    发明授权
    BIEGETRÄGER FÜR EINE MAGNETSCHWEBEBAHN 有权
    弯曲支撑点磁

    公开(公告)号:EP1954881B1

    公开(公告)日:2009-08-19

    申请号:EP06807087.9

    申请日:2006-10-09

    发明人: BÖGL, Stefan

    IPC分类号: E01B25/34

    CPC分类号: E01B25/34

    摘要: A mount for a magnetic levitation railway has functional elements (9, 10, 11) for guidance of a vehicle for the magnetic levitation railway, on both sides along its longitudinal extent. The mount is in the form of a bending mount (2) of a switch arrangement and can be moved elastically from a first position of a first driving direction of the vehicle to at least one second position of a further driving direction of the vehicle. The bending mount (2) is produced essentially from concrete.

    FESTE FAHRBAHN AUF EINEM BRÜCKENBAUWERK
    30.
    发明授权
    FESTE FAHRBAHN AUF EINEM BRÜCKENBAUWERK 有权
    SLAB轨道上的桥梁建筑

    公开(公告)号:EP1904682B1

    公开(公告)日:2009-08-12

    申请号:EP06777442.2

    申请日:2006-06-23

    IPC分类号: E01B1/00 E01B2/00

    CPC分类号: E01B2/003 E01D19/12

    摘要: The invention relates to a fixed running track (1) on a bridge structure, in which a concrete slab (3) is positioned on a bridge girder (2) to support a rail (6) for a rail vehicle. The concrete slab (3) forms a continuous strip that extends over at least two bridge girders (2). A continuous profiled concrete layer (7) is situated between the concrete slab (3) and the bridge girder (2). A running layer (10) is situated between the profiled concrete layer (7) and the bridge girder (2) and the profiled concrete layer (7) is permanently fixed to the concrete slab (3) of the fixed running track (1).