Abstract: The invention relates to a method for the production of a tower (1) of a wind power plant, wherein at least one tubular tower section (2) is produced from annular precast concrete parts (5) having two horizontal contact surface (21), which are arranged on top of one another. After casting, the annular precast concrete parts (5) are set up in a processing station (27) in the precast plant and the two horizontal contact surfaces (21) of the precast concrete parts (5) processed in a fixture in a planparallel, material-removing manner. A tower (1) of a wind power plant comprises at least one tubular tower section (2) of annular precast concrete parts (5) having two horizontal contact surfaces (21), which are arranged on top of one another. Both horizontal contact surfaces (21) of the precast concrete parts (5) are reworked in a planparallel, material-removing manner with a parallelism deviation and a flatness deviation of few tenths of a millimeter, preferably less than 0.2 mm.

Abstract: 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.

Abstract: 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.

Abstract: 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.

Abstract: The invention relates to a method for the precise positioning of a carrier (1) for the track of a railborne vehicle, especially a magnetic levitation railway. Said carrier comprises a track plate (3) provided with guiding elements for the vehicle, and at least one, preferably two, connecting elements (5) which protrude essentially at a right angle from the track plate. The carrier is discretely mounted on a bed (7). The carrier and a compensation sleeper (2) are separately produced, and the carrier, compensation sleeper (2), and bed are then interconnected. A fine adjustment of the pre-determined spatial curve of the carrier is carried out between the carrier and the compensation sleeper and/or between the compensation sleeper and the bed.