A system and method of monitoring a tubular structure is provided. The method includes: a) sensing one or more parameters relating to the tubular structure at spaced apart positions along the length of the tubular structure using a sensor module array having a plurality of sensor modules disposed in a cable attached to the tubular structure, the plurality of sensor modules producing communication signals representative of the sensed parameter at each position along the length of the tubular structure; and b) using a control unit to communicate with the sensor modules in the array, including receiving communication signals representative of the sensed parameter at each position along the length of the tubular structure, and processing the communications signals to produce information relating to the sensed parameter at the positions along the length of the tubular structure.

A method for mating a first surface of a first structure to a second surface of a second structure, the method comprising: providing a device at least comprising: a first body adapted for insertion at least in a through hole of the first surface; and a second body adapted for insertion at least in a through hole of the second surface, the first body being further adapted for being mechanically coupled with a second body, and the second body being mechanically coupled with the first body; inserting at least a first portion of the first body in the through hole of the first surface; inserting the second body in the through hole of the second surface when the first and second surfaces are spaced apart by a distance; providing an apparatus for winding the second body; arranging the second body on the apparatus; and pulling one of the first and second structures towards the other one of the first and second structures by winding the second body with the apparatus.

A method of manufacturing a tower structure includes providing an additive printing device having at least one printer head atop a support surface. The method also includes positioning a pre-fabricated component adjacent to the support surface. The pre-fabricated component is constructed of a composite material reinforced with a plurality of reinforcement members. Further, portions of the plurality of reinforcement members protrude from the composite material. Moreover, the method includes printing and depositing, via the at least one printer head, a cementitious material onto the support surface to build up the tower structure layer by layer around the pre-fabricated component. Thus, the portions of the plurality of reinforcement members that protrude from the composite material reinforce the cementitious material around the pre-fabricated component.

A monopile comprising a body (1) having a hollow interior, a toe (9) at a distal end for insertion into a soil (19) during monopile installation, and a proximal end region (2) for supporting a structure (7), such as a wind turbine tower, once the monopile has been installed. The body (1) further comprises a door aperture (12) provided in the body (1) for accessing the interior of the body (1). The door aperture (12) is configured to receive a door assembly (6,18) once the monopile (1) has been installed.

The present invention relates to a preassembly system comprising a support arrangement and a plurality of tower structures each having a mean diameter, D, wherein said plurality of tower structures are placed vertically on the support arrangement during preassembly and/or storage, the support arrangement comprising a set of attachments means for each tower structure, said attachment means being configured for positioning said plurality of tower structures with a mutual distance, a, wherein the ratio a/D is below 2.3, such as below 2.2, such as below 2.1, such as below 2.0 in order to reduce loads on the plurality of tower structures due to Vortex shedding while being secured to the preassembly system. The present invention further relates an associated method and a sea going vessel for transporting a plurality of vertically oriented tower structures.

The present disclosure relates to wind turbines comprising a tower, a nacelle mounted on the tower, a wind turbine rotor with a plurality of blades, and a wind turbine generator operatively coupled with the wind turbine rotor. The wind turbine further comprise one or more auxiliary wind energy converters arranged with the nacelle. The present disclosure further relates to methods for providing power to an auxiliary system of a wind turbine.

A method for assembling a wind power generator includes placing and fixing a tower of a floating-type offshore wind power generation device to a tower standing frame, fixing and stacking blades of the floating-type offshore wind power generation device on a first mount and a second mount, using a carriage to move a blade installing structure including a blade assembly table formed on a first side and a blade carrier formed on a second side opposite to the first side, vertically moving the blade carrier below the blades, vertically moving the blade carrier to correspond to the height of the blade assembly table in a state in which the blade is gripped by the blade installer, moving the blade installer from the second side to the first side, and assembling the blade to a nacelle formed at one end of the tower.

A method of offshore mounting a wind turbine, the wind turbine including a foundation, a tower, a nacelle and a plurality of blade is provided. The method includes the steps of: a) mounting the foundation on a sea ground; b) mounting the tower to the foundation; c) mounting the nacelle to the tower; and d) mounting the plurality of blades to the nacelle. At least one of the steps a) through c) is performed by use of at least one floating vessel which is exclusively supported by buoyancy when performing the at least one of the steps a) through c).

A system and method are provided for manufacturing a tower structure. Accordingly, one or more layers of a wall element are deposited with a printhead assembly. At least one recess is defined in the wall element. The recess(es) has a single, circumferential opening positioned along an inner reference curve or an outer reference curve of the wall element. The recess(es) also has a depth which extends in a radial direction and intersects a midline reference curve. A reinforcing element is placed entirely within the recess(es) at the midline reference curve.

A novel rotation vibration damper and to vibration absorbers having the damper for wind turbines or other high and, relative to the height thereof, narrow installations or buildings. The disclosure particularly relates to vibration absorbers comprising at least one oscillating mass on a pendulum cable or pendulum rod, wherein the mass is caused to vibrate by an excitation frequency which can be damped by a rotation damper and, in particular, a rotating eddy current magnet damper which forms part of the absorber.