Abstract: A method for pretensioning a tower of a wind power installation, comprising the steps: providing a tensioning device having an adapter element and/or a foundation arrangement and a tensioning element, and/or an adapter element and/or a foundation arrangement, fastening a lower end of a tensioning element a fastening means of the adapter element, fastening an upper end of a tensioning element to an upper end of the tower, tensioning the tensioning element at the lower end of the tensioning element and/or at the upper end of the tensioning element, wherein the tensioning of the tensioning element is effected by reduction of a clearance between the foundation and the adapter element.

Abstract: A wind turbine with a tower is provided, which has at least one first and second tower segment. The first tower segment has a steel wall and at least one first opening in the steel wall. Further provided is a reinforcing element with a cured casting compound around an area of the first opening.

Abstract: A method for pretensioning a tower of a wind power installation, comprising the steps: providing a tensioning device having an adapter element and/or a foundation arrangement and a tensioning element, and/or an adapter element and/or a foundation arrangement, fastening a lower end of a tensioning element a fastening means of the adapter element, fastening an upper end of a tensioning element to an upper end of the tower, tensioning the tensioning element at the lower end of the tensioning element and/or at the upper end of the tensioning element, wherein the tensioning of the tensioning element is effected by reduction of a clearance between the foundation and the adapter element.

Abstract: An annular bracket for the external tensioning of a tower segment, in particular a tower segment of a wind power plant, to an external tensioning system of a hybrid tower, preferably a hybrid tower of a wind power plant, to a tower section of a hybrid tower, preferably a hybrid tower of a wind power plant, to a hybrid tower, preferably a hybrid tower of a wind power plant, to a wind power plant, and to an assembly method of an external tensioning system for a hybrid tower, preferably for a hybrid tower of a wind power plant.

Abstract: A wind turbine steel tower ring segment, a wind turbine tower portion, a wind turbine tower, a wind turbine and a method for producing a wind turbine tower portion.

Abstract: A wind turbine steel tower portion, to a wind turbine tower, to a wind turbine and to a method for producing a wind turbine steel tower portion. A wind turbine steel tower portion for a wind turbine tower, comprising a first wind turbine steel tower ring segment with a first vertical joint side, a second wind turbine steel tower ring segment with a second vertical joint side, a bracket element which is arranged at a joint and which is connected to the first wind turbine steel tower ring segment and to the second wind turbine steel tower ring segment, wherein the first wind turbine steel tower ring segment, with the first vertical joint side, and the second wind turbine steel tower ring segment, with the second vertical joint side, are arranged against one another at the joint, and wherein the bracket element has a connection element which projects from the bracket element and which serves for the arrangement of functional elements.

Abstract: A wind turbine steel tower ring segment, a wind turbine tower portion, a wind turbine tower, a wind turbine and a method for producing a wind turbine tower portion.

Abstract: A connecting element for inserting into a wind power installation tower segment. A wind power installation tower section and a wind power installation tower. A wind power installation and methods for connecting partial ring segments. The connecting element comprises a first side wall with a first opening which can be penetrated by a fastening element, and a second side wall lying opposite the first side wall with a second opening which can be penetrated by a fastening element, an upper transverse wall with two upper openings which can each be penetrated by a mounting fastening element, and a lower transverse wall lying opposite the upper transverse wall with two lower openings which can each be penetrated by a mounting fastening element; wherein the upper and lower transverse wall are arranged substantially orthogonally to the first and second side wall and connect said side walls.

Abstract: A rotating tower crane for erecting a wind turbine, having a tower and a tower substructure, which is connected to the tower and is intended for supporting the tower, wherein the tower substructure has a supporting cross frame, which has three or more, preferably four, legs, extending from the tower. It is proposed that each leg has fastened on it, on the ground side, a load-distributor plate, which is not connected to the foundation, wherein the load-distributor plates together form the ballast of the tower.

Abstract: An annular bracket for the external tensioning of a tower segment, in particular a tower segment of a wind power plant, to an external tensioning system of a hybrid tower, preferably a hybrid tower of a wind power plant, to a tower section of a hybrid tower, preferably a hybrid tower of a wind power plant, to a hybrid tower, preferably a hybrid tower of a wind power plant, to a wind power plant, and to an assembly method of an external tensioning system for a hybrid tower, preferably for a hybrid tower of a wind power plant.

Abstract: A flange segment for a wind turbine steel tower ring segment, to a wind turbine tower portion, to a wind turbine tower, to a wind turbine and to a method for producing a wind turbine steel tower ring segment is provided. Also provided is a flange segment for a wind turbine steel tower ring segment, comprising a partially ring shaped basic body which extends from a first end to a second end in the ring direction, having an upper side and a lower side opposite the upper side, an inner circumferential side and an outer circumferential side, and a first abutment side on the first end and a second abutment side on the second end, and a flange projection which is arranged on the upper side of the basic body and extends substantially from the first end to the second end in the ring direction.

Abstract: A device for guiding bracing cables in a tower of a wind turbine. The device comprises at least one guide bracket to be arranged in the tower between a tower wall and at least one of the bracing cables, such that the at least one bracing cable bears against the guide bracket and is thereby guided along the tower wall, and a bracket mount for attaching the guide bracket to the tower wall, wherein the position of the guide bracket in the circumferential direction of the tower along the bracket mount can be changed in order to match the position of the at least one bracing cable.

Abstract: A connecting element for inserting into a wind power installation tower segment. A wind power installation tower section and a wind power installation tower. A wind power installation and methods for connecting partial ring segments. The connecting element comprises a first side wall with a first opening which can be penetrated by a fastening element, and a second side wall lying opposite the first side wall with a second opening which can be penetrated by a fastening element, an upper transverse wall with two upper openings which can each be penetrated by a mounting fastening element, and a lower transverse wall lying opposite the upper transverse wall with two lower openings which can each be penetrated by a mounting fastening element; wherein the upper and lower transverse wall are arranged substantially orthogonally to the first and second side wall and connect said side walls.

Abstract: A wind power installation foundation having a cylindrical central unit, a plurality of steel carriers which are arranged radially around the central unit and which respectively have a first and a second end, and a plurality of foundation piles. The first ends of the steel carriers are fixed to the central unit so that the second ends of the steel carriers are in the form of free ends. The second free ends of the steel carriers are respectively placed on one of the foundation piles.

Abstract: A device for guiding bracing cables in a tower of a wind turbine. The device comprises at least one guide bracket to be arranged in the tower between a tower wall and at least one of the bracing cables, such that the at least one bracing cable bears against the guide bracket and is thereby guided along the tower wall, and a bracket mount for attaching the guide bracket to the tower wall, wherein the position of the guide bracket in the circumferential direction of the tower along the bracket mount can be changed in order to match the position of the at least one bracing cable.

Abstract: The present invention concerns a forming process for hot forming of a steel sheet of a rotor blade to be produced of a wind power installation, including the steps heating the steel sheet in a furnace while the steel sheet is lying on a hearth bogie, displacing the heated steel sheet with the hearth bogie from the furnace into a pressing apparatus for the hot forming operation, transloading the heated steel sheet in the pressing apparatus from the hearth bogie on to a form bogie having a counterpart form, and pressing the steel sheet by at least one pressing punch which presses on the steel sheet in such a way that it is formed between the pressing punch and the counterpart form and in particular assumes the shape of the pressing punch and the counterpart form.

Abstract: A rotating tower crane for erecting a wind turbine, having a tower and a tower substructure, which is connected to the tower and is intended for supporting the tower, wherein the tower substructure has a supporting cross frame, which has three or more, preferably four, legs, extending from the tower. It is proposed that each leg has fastened on it, on the ground side, a load-distributor plate, which is not connected to the foundation, wherein the load-distributor plates together form the ballast of the tower.

Abstract: A wind turbine comprising a tower with an access door is provided. The access door has a door lock and, on its outer side, a baffle plate which extends substantially over the entire surface of the door and has a recess. A doorknob is provided in the region of the recess. An outer side of the baffle plate at least partially projects outwards beyond the door lock.

Abstract: There is provided a wind power installation pylon comprising a plurality of pylon segments which respectively have an upper and a lower horizontal flange. At least one of the plurality of the pylon segments has at least two longitudinal flanges. Each longitudinal flange has a first side for bearing against a first side of a further longitudinal flange and a second side to which the peripheral surface is welded, wherein the second side is opposite to the first side.

Abstract: The present invention concerns a forming process for hot forming of a steel sheet of a rotor blade to be produced of a wind power installation, including the steps heating the steel sheet in a furnace while the steel sheet is lying on a hearth bogie, displacing the heated steel sheet with the hearth bogie from the furnace into a pressing apparatus for the hot forming operation, transloading the heated steel sheet in the pressing apparatus from the hearth bogie on to a form bogie having a counterpart form and pressing the steel sheet by at least one pressing punch which presses on the steel sheet in such a way that it is formed between the pressing punch and the counterpart form and in particular assumes the shape of the pressing punch and the counterpart form.