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    • 1. 发明申请
    • METHOD AND DEVICE FOR CORRECTING THE POSITION OF A SLAB CONSTRUCTION CONSISTING OF PRECAST CONCRETE SLABS
    • 用于定位混凝土预制部分板的面板结构修正的方法和装置
    • WO0222957B1
    • 2002-07-25
    • PCT/EP0109544
    • 2001-08-18
    • BOEGL MAX BAUUNTERNEHMUNG GMBHREICHEL DIETERBOEGL STEFANSCHREINER ULRIKELINDNER ERICH
    • REICHEL DIETERBOEGL STEFANSCHREINER ULRIKELINDNER ERICH
    • E01B37/00E01B29/04
    • E01B29/04E01B2204/06E01B2204/13
    • 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.
    • 在用于校正由预制混凝土板(1)的板结构的尤其是固定轨道的位置,为高速车辆的方法,所述预制板(1)由基部由可硬化灌浆材料(4)和支撑层(5)在基板的磨损。 用于校正至少一个预制混凝土板的位置(1)的预制混凝土板(1)的子结构,特别是较低的浇铸化合物(4)和/或支撑层(5)被至少部分地溶解,接着精度下倒入一个注浆化合物(4)拉直,然后再。 在具有释放装置用于在一个位置校正释放至少一个预制混凝土板(1)轨道中的固定轨道从其下部引导高速车辆的一部分,特别地,所述分离装置(20,21)被在随后的预制混凝土板(1)释放或 安排。
    • 2. 发明申请
    • OFFSHORE STATION, FOUNDATION FOR AN OFFSHORE STATION, AND METHOD FOR BUILDING AN OFFSHORE STATION
    • OFF-SHORE工厂,OFF-SHORE工厂的基础和建立OFF-SHORE工厂的方法
    • WO2010026098A2
    • 2010-03-11
    • PCT/EP2009061043
    • 2009-08-27
    • BOEGL MAX BAUUNTERNEHMUNG GMBHBOEGL STEFANREICHEL DIETER
    • BOEGL STEFANREICHEL DIETER
    • F03D1/00
    • E02D27/42E02B17/0017E02B17/02E02B17/025E02B2017/0065E02B2017/0078E02B2017/0086E02B2017/0091E02D27/425F03D13/10F03D13/22F05B2240/95Y02E10/727
    • 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.
    • 离岸安装(1),尤其是离岸风力涡轮机,包括一浮力,并且可以通过将大量的空腔基座(2)和一个结构,可以减少(6)的功能单元(7,8)的植物的(1) 被安排在。 所述底座(2)包括一底板(3),设置在所述底板(3)底座(4),其在水中的表面(12)上面(2)的基础上的降低的状态延伸,并在其上的结构(6)安装一个 以及围绕底座(4)环形地形成的可漂浮浮体(5)。 在用于竖立离岸安装(1),尤其是海上风力涡轮机的方法,有浮力的基础(2)在海港区域预制,拖动和之后它的在安装完成降低,然后在安装地点的 工厂(1)具有工厂的结构(6)和功能单元(7,8)。 在端口区域的底板(3)的基础(2)浇铸在底板(3)具有主体(6)的基部(4)优选地由预制混凝土元件(15)组装和插座(4)的环形状的安装左右后 底座(4)形成在底板(3)和/或底座(4)上的可浮动浮子(5)。
    • 3. 发明申请
    • SUPPORT
    • CARRIER
    • WO0222389A9
    • 2002-09-19
    • PCT/EP0110100
    • 2001-09-01
    • BOEGL MAX BAUUNTERNEHMUNG GMBHREICHEL DIETERWAIDHAUSER RALFLINDNER ERICH
    • REICHEL DIETERWAIDHAUSER RALFLINDNER ERICH
    • B60L13/00E01B25/30E01B25/32E01B25/00
    • B60L13/00B60L2200/26E01B25/30E01B25/305E01B25/32Y02T90/16
    • The invention relates to a concrete support (1) for a travel way of a track-guided vehicle, particularly a magnetically levitated train, that is provided, in particular, as a precast concrete part. According to the invention, webs (4, 4') extending in a longitudinal direction of the support (1) are arranged on a first flange (2) also extending in a longitudinal direction of the support (1). A second flange (3, 3') is arranged on the end of the webs (4, 4') that is located at a distance from the first flange (2). Add-on pieces for guiding the vehicle can be arranged on the ends of one of the flanges (2; 3, 3'), said ends being interspaced in the cross-section of the support (1). A second flange (3, 3') is respectively arranged on each end of the webs (4, 4') that is located at a distance from the first flange (2), whereby these second flanges (3, 3'), starting from the end of the webs (4, 4'), extend essentially up to outer side of the support (1). Means for effecting a heat compensation, particularly a heat exchange, are provided between the first flange (2) and the second flange (3, 3'). The formwork is composed of individual modules (31, 32, 33, 34) so that a multitude of different supports (1) can be produced by interchanging individual modules.
    • 载体(1)磁迹中的有轨车辆,尤其是磁悬浮列车,由混凝土制成的,尤其是预制混凝土元件,在所述载体(1)所述第一带(2)同样在穿着者的纵向方向上(1)延伸的腹板的纵向方向上延伸( 4,4“)被布置。 在第一带(2)间隔开的腹板(4,4“)的端部,第二条带(3,3”被布置),其特征在于,所述支撑件的横截面(1)的传送带(2的间隔开的端部; 3, 3“),用于引导所述车辆安装部被布置。 在腹板(4,4“)的每一个所述第一带(2)隔开的端是在每种情况下的第二条带(3,3”),其特征在于,该第二带(3,3“),开始(从腹板4的端部 4“)基本上延伸到所述载体(1)出来的外侧。 第一传送带(2)和第二带(3,3“)之间的是用于热补偿装置,特别是提供了一种用于热交换。 模板是由单独的模块(31,32,33,34)组装成使得通过替换各个模块的多个不同的载流子(1)的可以制造。