Provided is a platform arrangement of a wind turbine, the platform arrangement including a platform and a frame, wherein the platform is destined to be attached to the interior of a tower or a supporting structure of the wind turbine by the frame, and wherein the platform is a standardized component while the frame is specifically adapted to the dimensions of the specific section of the tower or the supporting structure where the platform arrangement is destined to be mounted to. A modularized unit including several such platform arrangements is also provided. Furthermore, an electrical device including such a modularized unit and corresponding electrical equipment a wind turbine generating electricity including such a unit, and a method of mounting electrical equipment for controlling a wind turbine at a wind turbine is provided.

The invention relates to a method for forming a connection between two pipe segments of different widths, preferably of a tower-like structure, in particular of a wind turbine. In order to be able to connect pipe segments of different widths more easily, reliably and cost-effectively to one another, it is provided that the wider pipe segment is pushed with one end partially over an end of the narrower pipe segment , that the pipe segments are positioned apart from one another by forming an annular gap between the pipe segments, that in the annular gap between the two pipe segments a separating layer extending in the longitudinal direction of the pipe segments and/or in the radial direction is provided, that the annular gap adjacent to the separating layer and at least one side of the separating layer is at least partially cast with a casting compound, that during the hardening of the casting compound the casting compound forms a firm connection on one side of the separating layer with only one of the pipe segments and/or the casting compound forms a firm connection on the other side of the casting compound , only with the other pipe segment and that the pipe segments after the hardening of the casting compound are separated again along the separating layer with the assigned separate connecting elements in particular formed by the hardened casting compound.

The invention relates to a generator for a wind turbine comprising a housing of substantially cuboidal form within which is mounted a stator. The stator has one or more multi-phase windings and a bus ring is provided for conveying electrical power from the windings to power take-off modules. One end of the power take-off modules are connected to the bus ring, and the other end of the modules have a plurality power take-off interfaces for connection to power take-off cables. The distal ends of the power take-off modules are located in the corners of the cuboidal generator housing.

A bolted flange joint sealing and monitoring apparatus with the bolting flange joint having two flanges abutting one another at an interface and the abutting flanges providing an inner surface and an outer surface. A layer of sealant applied to the interface and an area of the abutting flanges. An inner and outer surface of sheet material providing an air space. A sealant forming an air tight space. A vacuum source in communication with the air tight space and a vacuum monitor monitoring the status of a vacuum in the air tight space.

A hollow structural element of a wind energy plant, in particular an offshore wind energy plant which includes a hollow structural element, and a cable arrangement extending along the hollow structural element. A shading element is arranged on the hollow structural element at a distance from the cable arrangement.

The present invention relates to a wind turbine tower comprising a tower vibration damper (100) with a tuned mass damper and one or more impact damping units (113, 114, 115, 200, 300, 400). The tuned mass damper comprises a pendulum structure (101, 208), a chamber connecting a friction media (112) to the pendulum structure (101, 208) is at least partly immersed, and a suspension arrangement (103-111) suspending the pendulum structure (101, 208) inside the wind turbine tower such that the pendulum structure (101) is allowed to displace from a neutral position towards the outer boundary (102) of the chamber. The impact damping units (113, 114, 115, 200, 300, 400) are positioned between the pendulum structure (101, 208) and the outer boundary (102), such that the outer boundary (102) of the chamber and the pendulum structure (101, 208) may collide via the impact damping units (113, 114, 115, 200, 300, 400).

A tower section 12 of a wind turbine is provided, the tower section 12 including an upper segment 100 that includes a lower flange 110; a lower segment 200 that includes an upper flange 210; a plurality of first bolt connections that include first bolts 310 and first nuts 320; a plurality of second bolt connections that include second bolts 410 and second nuts 420; wherein the first bolt connections and the second bolt connections connect the lower flange 110 to the upper flange 210; and wherein the first bolt 310 and the second bolts 410 have different axial positions with respect to the longitudinal axis of the tower section 12.

A coupling device for coupling tower segments, which are arranged on one another, of a tubular tower of a wind power installation, having a coupling plate for contact against a circumferential surface of the tower segments, which are arranged on one another, in an abutting region, comprising a fastening portion having a first contact surface for arranging on a circumferential surface of a first tower segment and a connecting portion having a second contact surface for arranging on a circumferential surface of a second tower segment, and at least one through-opening. The coupling device furthermore comprises a receiving plate which is arranged on an outer surface of the connecting portion of the coupling plate and has at least one receiving element for receiving a counter element which can be bolted to the threaded element and is formed coaxially with respect to the through-opening of the coupling plate and as an anti-twist protection for blocking the counter element from rotating and preventing bolting to the threaded element.

Systems and methods to generate electrical power through a direct drive wind turbine. In one aspect, the system uses a diffuser cuff surrounding a counter rotating turbine operating inside a streamlined center body, the counter rotating turbine using a generator with an iron sandwich core. The main wind turbine blades are attached to a barrel stave that increases generator efficiency and distributes loading through the tower support structure.

Embodiments of the present foundation for onshore wind turbines comprise one solid cap structure, one tubelike upright cylindrical structure and a concrete corbel structure. All are constructed of high-strength cast-in-place reinforced concrete. The tubelike cylindrical structure has a purposely enlarged inner diameter than the wind turbine tower. The tubelike cylindrical structure has a wall thickness of 2 to 4 feet and embeds to the ground from 25 to 60 feet. The cap structure is constructed within the encompassed space of the tubelike cylindrical structure and seals the top of the tubelike structure. The anchor bolting system comprises anchor bolts, nuts, washers and embedment ring and is embedded in the reinforced concrete of the solid cap structure at the lower part and bolts the wind turbine tower flange to the solid cap structure. The corbel structure has a trapezoid shape in the section view with the top side is about 1 to 3 feet wider than the bottom side which is about 1 to 3 feet wide and is circumferentially arranged below the cap structure to reinforce the joints of the cap structure and the tubelike cylindrical structure. The ledge of the corbel starts from the outer edge beyond the embedment ring, and the lower part of the corbel structure extends to the tubelike cylindrical structure. A trenching method is tailored to construct the tubelike cylindrical structure, and guiding beams can be repeatedly used to direct the trenching, maintain the mud slurry level for trenching and provide a working mat for placement of the reinforcement cages, anchor bolting system and concrete. Other construction auxiliaries including mud slurry and water can be repeatedly utilized. The foundation constructed with the preferred embodiments can be used to support wind turbines and similar tower structures.