Resumen de: EP4155538A1

A floating body for an offshore wind turbine includes: one first column; two second columns; two lower hulls connecting the first column to each of the second columns; and a beam member connecting the two lower hulls. The beam member is disposed within a height range between an upper surface and a lower surface of each lower hull.

Resumen de: EP4155536A1

Provided is a method for assembling a wind power generator by using an installation ship for floating-type offshore wind power generation.

Resumen de: WO2021234601A1

A floating platform (1) to support offshore structures intended to generate electricity, this platform comprising a load-bearing support base (2) made of concrete and defining a longitudinal axis (L), this support base (2) being provided with three vertices (3, 4, 5) and an intermediate point (6) located near its geometric center; a plurality of vertical bodies (8) made of concrete which extend from the support base (5) at said vertices (3, 4, 5) and at the intermediate point (6). A vertex (3) of the load-bearing support base (2) is arranged in a longitudinally forward position with respect to the other two vertices (3, 4) and the load-bearing support base (2) comprises a pair of main connection arms (18) suited to directly connect the vertex (3) in a longitudinally forward position with respect to the other two vertices (3, 4) so as to define a substantially arrow-like shape in plan view. A method for the construction of a floating platform (1) to support offshore structures intended to generate electricity.

Resumen de: WO2021234148A2

A disconnectable mooring system for offshore semi-submersible floating structures. A disconnectable buoy has a number of mooring lines which include a buoy chain between the mooring chain and the buoy. The mooring chain and the buoy chain are connected via a three way mooring connector, with the third connection configured to pull the mooring connector to a mooring point on the structure. In a first configuration the buoy is disconnected and supports the mooring chains for recovery at shallow depths to be pulled in. In a second configuration, the mooring lines are pulled in via the mooring connectors thereby providing a spread mooring to the structure with the buoy chain left as a catenary between the buoy and mooring point.

Resumen de: EP4155189A1

A method for constructing a wind turbine concrete floater (1) comprising a central connector (2) from which radial arms (3; 4; 5) extend, the central connector (2) carrying a central stability tower (9), and each arm carrying an outer stability tower (7), the method comprising:- Prefabricating the arms (3; 4; 5), central connector (2) and at least parts of the stability towers (7; 9),- Pre-assembling the central connector (2) with one arm (3) to form a primary preassembly (21),- Mounting temporary flotation devices (30) onto the arms (3, 4, 5) to provide additional buoyancy to them,- Floating the primary preassembly (21) and floating the other arms (4, 5) of the floater,- Assembling offshore said primary preassembly (21) with said other arms (4, 5).

Resumen de: FR3127259A1

Eolienne à axes verticales comprenant un carrousel d’aubes verticales soutenu par un ensemble de roues coopérant avec une plateformes fixes sur laquelle sont disposés des panneaux verticaux destinés à orienter les veines de vent dans le sens de la rotation. Figure pour l’abrégé : Fig. 2.

Resumen de: US2023086622A1

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.

Resumen de: WO2023041730A1

For the installation and/or removal of a wind turbine component on or from an offshore wind turbine that has a tower erected on a floating foundation and in floating condition, e.g. at the site of an offshore windfarm, use is made of a transferrable crane. The transferrable crane comprises a revolving superstructure, a boom mounted or to be mounted to the revolving superstructure, a hoisting winch and associated hoisting cable departing from the boom to lift and/or lower a wind turbine component, e.g. a wind turbine blade.The method comprises - with the floating foundation in floating condition - the steps of:- arranging the transferable crane on the floating foundation,- using the transferable crane arranged on the floating foundation to lift and/or lower a wind turbine component, e.g. a wind turbine blade, e.g. for installing, removing, or replacing a wind turbine component of the offshore wind turbine, e.g. for performing maintenance,- removing the transferable crane from the floating foundation.

Resumen de: WO2023041687A1

The present invention relates to a device for the support and foundation of a wind turbine tower. Said device comprises a main body (1) made at least partially of concrete. It also comprises a transition part (2) attached to the main body (1) and a plurality of installation elements (3) located on the main body. The transition part (2) comprises a housing (4) for installing a wind turbine tower, and each installation element (3) comprises a through hole (5) for installing an anchoring tendon.

Resumen de: WO2023041687A1

The present invention relates to a device for the support and foundation of a wind turbine tower. Said device comprises a main body (1) made at least partially of concrete. It also comprises a transition part (2) attached to the main body (1) and a plurality of installation elements (3) located on the main body. The transition part (2) comprises a housing (4) for installing a wind turbine tower, and each installation element (3) comprises a through hole (5) for installing an anchoring tendon.

Resumen de: US2023083026A1

A method for culturing a bovine progenitor cell, comprising the step of: culturing a bovine progenitor cell in a serum-free medium for culturing a bovine progenitor cell, wherein said serum-free medium comprises an albumin; and a fibroblast growth factor (FGF).

Resumen de: WO2023036659A1

Facility arrangement comprising two or more facilities (2, 3) and at least one connection means (4) connected to the facilities (2, 3), wherein the connection means comprises a transportation means (5), at least one buoyancy means (6) and/or at least one weight means (7), wherein the transportation means (5) is adapted for transportation of electricity and/or a fluid medium, wherein the buoyancy means (6) and/or the weight means (7) are attached to the transportation means (5), wherein the connection means (4) is arranged between two offshore facilities, wherein the transportation means (5) is floating at a distance from the seabed (11) over the entire or almost the entire distance between the facilities (2, 3), and/or wherein the buoyancy means (6) and/or the weight means (7) are attached to a first section (28) of the transportation means (5), wherein the first section (28) is connected to at least one offshore facility (2, 3) and arranged floating at a distance from the seabed (11), wherein a second section (29) of the transportation means (5) connected to the first section (28) and an onshore facility (27) is embedded in the seabed (11).

Resumen de: US2023081951A1

A method of transporting a first vessel having wind turbine components to an offshore installation vessel. The method includes (i) securing the first vessel to a second vessel using a first tow line attached to a front end (or bow) of the first vessel, and (ii) securing the first vessel to a third vessel using a second tow line attached to a back end (or stern) of the first vessel. The method further includes transporting the first vessel to the offshore installation vessel using the second vessel and the third vessel secured to the first vessel via the first and second tow lines, respectively. The method also includes securing the first vessel to the offshore installation vessel. The first vessel can include one or more fender walls. The first vessel can be secured to the offshore installation vessel using one or more mooring lines.

Resumen de: EP3933192A1

It is described a control system (170) for stabilizing a floating wind turbine (100), the control system (170) being connected to at least one sensor (271, 272, 273, 274) and at least one actuator (281, 282) of the floating wind turbine (100) and configured for:determining a difference (231) between the floater orientation and a predefined desired floater orientation of the floating wind turbine (100) during towing of the floating wind turbine (100),actuating the at least one actuator (150, 283) during towing of the floating wind turbine (100) for changing the floater orientation of the wind turbine to minimize said difference (231).

Resumen de: EP4148922A1

Facility arrangement comprising two or more facilities (2, 3) and at least one connection means (4) connected to the facilities (2, 3), wherein the connection means comprises a transportation means (5), at least one buoyancy means (6) and/or at least one weight means (7), wherein the transportation means (5) is adapted for transportation of electricity and/or a fluid medium, wherein the buoyancy means (6) and/or the weight means (7) are attached to the transportation means (5),- wherein the connection means (4) is arranged between two offshore facilities, wherein the transportation means (5) is floating at a distance from the seabed (11) over the entire or almost the entire distance between the facilities (2, 3), and/or- wherein the buoyancy means (6) and/or the weight means (7) are attached to a first section (28) of the transportation means (5), wherein the first section (28) is connected to at least one offshore facility (2, 3) and arranged floating at a distance from the seabed (11), wherein a second section (29) of the transportation means (5) connected to the first section (28) and an onshore facility (27) is embedded in the seabed (11).

Resumen de: EP4148185A1

The present invention relates to a solution for a floating wind platform made of reinforced concrete for mass production, characterized by a geometric design providing a hydrostatic natural prestressing to the concrete, causing it to work under compression. The structural response of the platform for working in the most effective mode is improved, and the occurrence of fractures or cracks in the concrete is prevented, which reduces permeability and allows for reducing the rebar to be contained in the structure, also increasing operational safety. Furthermore, the invention has a system for anchoring the mooring lines to the structure in the form of a truss made of reinforced concrete which evenly distributes mooring stresses, minimizing prestressing in the high area of the platform, and increasing the area for distributing shear forces due to the change in section between the platform and the tower of the wind turbine. The geometric design furthermore confers the versatility of being able to adopt low draft SPAR, semi-submersible, barge, or buoy solutions, with the wind turbine being installed such that it is centered or off-center on the structure, thereby being adapted to different draft requirements or environmental and logistics conditions.

Resumen de: EP4148268A1

A floating wind power generator unit, comprising: a wind deflector (1), a floating plate (2), an angle adjustment mechanism (21), a floating base (22), and a tower (23), wherein the floating base (22) is provided with a mounting position (24), the tower (23) is mounted at the mounting position (24) and is provided with a wind rotor (18), the floating plate (2) is substantially horizontally mounted on the floating base (22), the wind deflector (1) is hinged to the floating plate (2), the opening between the wind deflector (1) and the floating plate (2) faces the tower (23), and the angle adjustment mechanism (21) is operably connected to the wind deflector (1) to adjust the included angle between the wind deflector (1) and the floating plate (2). The provision of a wind deflecting structure comprising the wind deflector, floating plate, and angle adjustment mechanism allows for deflection and disturbance of wind within a certain height range on the sea surface to guide more wind to flow to the blowing area of the wind rotor, thereby improving wind energy capture efficiency, thus increasing the amount of power generated.

Resumen de: US2023073785A1

Disclosed is a system for the temporary holding, during pile driving operations, of a foundation pile intended to receive the mast of an offshore wind turbine. The temporary holding system includes a sleeve intended to receive a section of the foundation pile and a support frame intended to be secured to a floating device. The support frame includes a slide and an actuator, arranged to generate displacements of the sleeve according to the two translational degrees of freedom. The slide includes at least one rolling element including a cylindrical roller.

Resumen de: US2023073785A1

Disclosed is a system for the temporary holding, during pile driving operations, of a foundation pile intended to receive the mast of an offshore wind turbine. The temporary holding system includes a sleeve intended to receive a section of the foundation pile and a support frame intended to be secured to a floating device. The support frame includes a slide and an actuator, arranged to generate displacements of the sleeve according to the two translational degrees of freedom. The slide includes at least one rolling element including a cylindrical roller.

Resumen de: WO2023031360A1

Method for arranging a crane machine (10) on a wind power station (1) that floats in open water, wherein the wind power station (1) comprises a buoyant platform (2) provided with a wind turbine (3) extending upwards from the buoyant platform (2), wherein the buoyant platform (2) comprises at least a first and a second support point (3, 4, 13, 14) located horizontally spaced apart in relation to each other and at a substantially similar level above a surface of the open water, wherein the method comprises the steps of: - providing the crane machine (10) in an at least partly disassembled state onto one or more vessels and arranging the one or more vessels in association with the buoyant platform (2), - moving/lifting the at least partly disassembled crane machine (10) from the one or more vessels onto the buoyant platform (2), wherein a rotatable crane base structure (11) and a main boom (12) are disconnected from each other during moving/lifting, - assembling the crane machine (10) when positioned on the buoyant platform (2).

Resumen de: WO2023030881A1

A method (1000) of controlling wake (520) in a floating wind park (100) is provided. The wind park comprises a plurality of floating wind turbines that can change position and/or orientation during operation. The plurality of floating wind turbines comprise an upstream wind turbine (110) and a downstream wind turbine (120), wherein the downstream wind turbine is positioned downstream of the upstream wind turbine such that a wake of the upstream turbine has an influence on the downstream wind turbine. The method comprises monitoring (S1) a wind condition at at least one of the plurality of floating wind turbines to generate at least a first monitored wind condition, monitoring (S2) one or more parameters indicative of a position and/or orientation of at least one of the plurality of floating wind turbines to generate at least a first monitored floating motion state and generating (S3) a control parameter based on a parameter set comprising at least the first monitored wind condition and the first monitored floating motion state. The control parameter is derived from said parameter set, wherein said deriving considers an influence of floating motion parameters of an upstream wind turbine on the wake of the upstream wind turbine and considers an effect of the wake of the upstream wind turbine on a downstream wind turbine. The control parameter is derived so as to reduce the wake influence on the downstream wind turbine. The method further comprises controlling (S5), based on the

Resumen de: WO2023033407A1

The present invention relates to a vertical-axis-type wind turbine comprising a high-temperature superconducting generator having a mass-impregnation cooling structure for a cryogenic coolant. The technical subject matter of the present invention, compared to that of a conventional horizontal axis-type turbine, is characterized in that attached devices (a cooling device and a power conversion device) including a generator are provided at the lower part of a turbine tower, and only a rotating body including vertical blades is disposed at the upper part of the turbine tower, so that the weight of a top-head of a wind turbine can be remarkably reduced, and thus installation costs and maintenance and repair costs are greatly reduced and technical difficulties in large-scale construction (a conventional horizontal axis-type wind turbine structure is an airfoil-shaped blade structure, and is difficult to enlarge due to load concentration caused by a one-point support) are solved, and, specifically, the size of a floating body can be reduced and floating position stability is advantageously ensured during application to floating-type offshore wind power generation since the wind turbine is formed as a structure having a center of gravity that moves toward the lower part of the tower. In addition, the present invention mass-impregnates the superconducting generator with a liquid coolant in a cryogenic cooling tank so that a vacuum insulation structure for the cryogenic cooling tank,

Resumen de: US2023070638A1

Device for erecting a wind turbine with a floating foundation, a tower arranged on the floating foundation and two booms extending from the tower, with an energy conversion unit that is arranged in each case at a free end of a boom and has a rotor, characterized by an auxiliary tower with a rope system, connected to a winch, for lifting the energy conversion units that are connected by the booms to the tower of the wind turbine.

Resumen de: WO2023033896A1

Methods, systems (100), and computer-readable media that implement autonomous seagoing power replenishment watercraft. An example system includes a plurality of marine vessels (110), a plurality of watercraft (120, 130), each watercraft of the plurality of watercraft including a rechargeable electrical power supply and being configured to operate in: a first mode in which the watercraft awaits an assignment to provide electrical energy to a marine vessel of the plurality of marine vessels; a second mode in which the watercraft performs operations including keeping station with an assigned marine vessel and providing electrical energy to the assigned marine vessel from the power supply; and a third mode in which the watercraft recharges the power supply from a charging station (150). The system includes a controller configured to perform operations comprising: transmitting, to a first watercraft, an instruction indicating an assignment of the first watercraft to provide electrical energy to a first marine vessel.

Resumen de: WO2023031576A1

The present invention relates to an anchoring system (1) comprising an anchor pile (2) configured to be embedded in a borehole (30) drilled in the seabed. The anchor pile (2) comprises an elongate main body (3) having a longitudinal axis (L) and comprising an upper end (4) and a lower end (5). The cross section of the elongate main body (3) increases along a portion of the longitudinal axis (L) in the direction from the upper end (4) to the lower end (5) defining at least one bearing surface (7a, 7b) such that in use an annular gap (32) for receiving locking media is defined between the at least one bearing surface (7a, 7b) and the adjacent portions of the borehole (30). The anchor pile (2) is locked in position within the borehole (30) on receipt of locking media within the annular gap (32) and abutment of the loose material with the bearing surface (7a, 7b).