Zure produktuak, zerbitzuak edo biak beste enpresa batengandik bereizi nahi badituzu, baliteke marka edo izen komertzial bat behar izatea. Ezagutu zer diren, zer den erregistratzeko prozedura eta zer dakarren.
Información sobre los plazos de presentación de solicitudes de transformación de marcas de la Unión Europea en marca nacional española. Más información
Arazo tekniko bat konpontzen duen edo abantaila praktiko bat duen gailu, produktu edo prozedura berri bat baduzu, hura babesteko hainbat modu daude Espainian eta beste herrialde batzuetan. Ikusi nola egin.
Zure berrikuntza zure produktuaren estetikan, apainduran edo itxuran datza? Babestu diseinu industrial baten bidez. Jakin ezazu zer eskubide ematen dituen erregistroak eta nola egin izapideak.
Mundu osoan argitaratutako patenteak informazio zientifiko, tekniko eta komertzialaren iturri baliotsua dira.
El Bono 3 del Fondo para PYMEs 2025, que cubre la elaboración de Informes Tecnológicos de Patentes (ITP) y Búsquedas Retrospectivas se cerrará el lunes 10 de febrero de 2025 al cierre de la jornada laboral. Próximamente se informará sobre su reapertura. Puede consultar más información aquí.
Ekintzailea edo enpresa bazara eta zure negozioaren errentagarritasuna sustatu eta hobetu nahi baduzu, zure erakundeko aktibo ukiezinak behar bezala babestuz, gune honetan aurkituko duzu behar duzuna.
149
resultados
Última actualización
14/03/2025 [07:05:00]
Resultados 25 a 50 de 149
Resumen de: US2025050978A1
Techniques are disclosed herein for minimizing movement of a fixed marine structure. Using the technologies described, a wind turbine may be mounted on a fixed marine platform (e.g., a fully restrained platform (FRP)) that is secured by mooring lines that may be maintained at a tension to restrain movement of the platform due to environmental loads (e.g., wind, waves, etc.). The mooring lines may be attached to the platform with assemblies that include a stopper attached to the mooring line and engaged with a mooring porch. The stopper may be positioned and/or repositioned to adjust the tension on the connected mooring line and secured in the adjusted position using the various systems and techniques described herein.
Resumen de: AU2023338052A1
A wave energy converter is provided which includes a nacelle having a starboard side and a port side axis, and housing a power take-off. The wave energy converter also includes at least one buoyancy member coupled to the nacelle, and a ballast tank coupled to the nacelle. The ballast tank, the at least one buoyancy member, and the nacelle, together form a first body, where the first body is coupled to the power take-off. The wave energy converter further includes a float and a drive arm forming a second body, where the second body is rotatably coupled to the first body about a coupling axis, and the second body is coupled to the power take-off. The second body is configured to rotate relative to the first body about the coupling axis within a radial span bounded by a proximal end of the float and a radially distal end of the float. Methods for generating power with the wave energy converter are also provided.
Resumen de: AU2023309353A1
Disclosed are dense fluids for use in offshore applications, such as wind turbine platforms, oil and gas platforms, gravity anchors, catenary weights as well as other gravity-based structures. The dense fluid can be mixed with low-density fluid and high-density solid particles to form an intermediate dense fluid. The intermediate dense fluid is mixed with intermediate-density solid particles having the same density as the intermediate dense fluid to form a dense fluid with the desired target density. The dense fluid can be produced cost-effectively by selecting intermediate-density particles which are plentiful and can be obtained cheaply.
Resumen de: EP4506560A1
The present invention relates to a method (100) for operating an offshore wind farm (200) comprising a plurality of floating offshore wind turbines (201 - 225, A - F), the method (100) comprising:- Installing the plurality of wind turbines (201 - 225, A - F) in a start arrangement in which each wind turbine (201 - 225, A - F) faces a certain load with respect to a predominant wind direction and- rearranging the plurality of wind turbines (201 - 225, A - F) by swapping positions of at least two wind turbines of the plurality of wind turbines (201 - 225, A - F),wherein the at least two wind turbines comprise a high performer wind turbine faced with the highest load of all wind turbines of the plurality of wind turbines (201 - 225, A - F) and a low performer wind turbine faced with a load lower than the highest load of all wind turbines (201 - 225, A - F), such that a load over time is lowered for the high performer wind turbine compared to a load over time without swapping positions of the at least two wind turbines.
Resumen de: TW202340041A
The invention relates to a method for manufacturing a floating marine platform by means of templates. The floating marine platform comprises a central column, multiple peripheral columns circumferentially around the central column, and radially extending outriggers from the central column that connect the peripheral columns with the central column. The templates comprise an inner outrigger template, an outer outrigger template, a central column template and a peripheral column template, wherein on a first location under a first temperature a first pair with the inner outrigger template and the central column template is formed, and on a second location under a second temperature a second pair with the outer outrigger template and the peripheral column template is formed. Subsequently the central column, the peripheral columns and the outriggers are formed by means of the templates, under different temperatures.
Resumen de: US2025044184A1
The present invention relates to a device for monitoring at least one anchoring line for a floating support, characterized in that it comprises: at least one anchoring line connected to a floating support, at least one acoustic system rigidly connected to the at least one anchoring line and comprising an element, called an oscillating element, able to move between two end positions and able to come into contact with a resonant element in at least one of the two end positions, in such a way as to produce an acoustic wave upon contact of the oscillating element with the resonant element, and a system for processing the acoustic waves produced, the system being able to characterize, depending on the acoustic waves produced, normal functioning of the at least one anchoring line or defective functioning of the at least one anchoring line.
Resumen de: US2025043763A1
An energy-harvesting compute grid includes computing assemblies that cooperate with mobile energy harvesters configured to be deployed on a body of water. The plurality of energy harvesters are positioned on and move adjacent to an upper surface of a body of water, and the locations of the energy harvesters can be monitored and controlled. The wide-spread gathering by the harvesters of environmental data within that geospatial area permits the forecasting of environmental factors, the discovery of advantageous energy-harvesting opportunities, the observation and tracking of hazardous objects and conditions, the efficient distribution of data and/or tasks to and between the harvesters included in the compute grid, the efficient execution of logistical operations to support, upgrade, maintain, and repair the cluster, and the opportunity to execute data-gathering across an area much larger than that afforded by an individual harvester (e.g., radio astronomy, 3D tracking of and recording of the communication patterns of marine mammals, etc.). The computational tasks can be shared and distributed among a compute grid implemented in part by a collection of individual floating self-propelled energy harvesters thereby providing many benefits related to cost and efficiency that are unavailable to relatively isolated energy harvesters, and likewise unavailable to terrestrial compute grids of the prior art.
Resumen de: US2025042514A1
A mooring device for an offshore wind turbine includes: at least two mooring lines including a first end configured to be attached to a first attachment point of a floating offshore wind turbine platform, and at least three anchoring elements configured to anchor the floating offshore wind turbine to a seabed, each mooring line being flexibly retained through at least one anchoring element, a second end of the mooring lines being attached to an attachment point in order that a first mooring line length extending between the floating offshore wind turbine platform and the anchoring element can vary in function of the forces exerted on the floating offshore wind turbine platform.
Resumen de: US2025042518A1
Described herein is an offshore buoyant structure, a floating buoyant structure, and methods of loading and unloading a floatable wind turbine substructure. The offshore buoyant structure includes a split hull constructed and dimensioned in a manner to provide a long moon pool; and a floatable wind turbine substructure accommodated by the split hull and configured to receive a floating wind turbine with a portion of the floating wind turbine extending downwardly into the long moon pool such that relative motion between at least the offshore buoyant structure and the floatable wind turbine substructure or floating wind turbine when received by the floatable wind turbine substructure is minimized. The floating buoyant structure includes a split hull constructed and dimensioned in a manner to provide a long moon pool, the split hull is configured to accommodate a floatable wind turbine substructure or a floating wind turbine assembly and minimize relative motion therebetween.
Resumen de: WO2025027865A1
Provided are a floating body structure and an offshore wind power generation facility which are capable of suppressing vertical oscillation. This floating body structure 100 that is placed offshore comprises an annular floating body 10 that has an annular shape having a through-hole extending in the vertical direction, the floating body structure 100 being divided by the annular floating body 10 into areas including an outside and an internal area 12 surrounded by the annular floating body 10, wherein the floating structure 100 has communication parts 18 that join the outside and the internal area 12 and function as water flow paths.
Resumen de: WO2025025783A1
A mooring system for a floating offshore wind power platform, a monitoring system, and a monitoring method. The mooring system comprises a static mooring system and a dynamic mooring system. The static mooring system comprises three mooring cable bundles. Upright columns (1) are consistent with the centers of the mooring cable bundles. The dynamic mooring system comprises a power unit, propeller units (4), and a control unit. A group of propeller units (4) is installed below each upright column (1) of the platform, and each group of propeller units (4) comprises one to four propeller units (4). The monitoring system monitors the platform in real time, obtains the real-time motion level and mooring tension of the platform, and on the basis of offset and inclination requirements and mooring tension requirements of the platform in a real-time motion state, calculates the power required by the propeller units (4) for execution. A conventional mooring method is combined with a power positioning system to reduce the load on the mooring cables and reduce the maximum offset and the inclination angle of the platform foundation, benefiting both the efficiency and service life of dynamic cables and wind turbines.
Resumen de: WO2025026978A1
A method of providing a buoyant concrete support structure (10) for an offshore installation, such as a wind turbine. A monolithic multicellular concrete member (11) is formed with at least five cells (14) arranged circumferentially around a central vertical longitudinal axis (20). The diameter of each cell (14) is smaller than a diameter of a circumference along which the cells (14) are arranged. The cells (14) are formed as vertically-extending hollow elements with an enclosed bottom portion provided below a hollow central void (15) thereabove. The cells (14) are formed contemporaneously such that all of the cells (14) are integrally-formed with each other in unison to provide the seamless monolithic multicellular concrete member (11). The cells (14) are coherent such that each cell (14) shares a common wall portion (40) with an adjacent cell (14).
Resumen de: WO2025027346A1
There is provided a wave compensator for a buoy, the wave compensator including a receptacle. The receptacle has an enclosing wall having an upper end and a lower end. The receptacle also includes a first opening and a second opening arranged at different heights and configured to allow the ingress of water into and the egress of water from the receptacle, in use.
Resumen de: AU2023246998A1
The present invention relates to an assembly for lowering a pile onto a seabed, the assembly comprising: • - a floating vessel (24) comprising a vessel positioning system (42), • - a crane (12) provided on the vessel for lowering the pile (10) onto the seabed, • - a pile guiding system (50) configured to guide the pile during the lowering thereof by the crane, the pile guiding system comprising: • - o a base (40) connected to the vessel, o at least one pile guiding frame (20) comprising an annular portion (21), o one or more primary actuators (55) which are configured for moving the pile guiding frame, o one or more secondary actuators (60) connected to the annular portion of the pile guiding frame, o at least one frame position sensor (62) for measuring an excitation parameter, o a guiding control unit (64) comprising an excitation controller (80) configured to control the actuators and a resilience controller configured to control a stiffness.
Resumen de: EP4502366A1
A floating gear set, a speed change device and a wind generating set, wherein the floating gear set comprises a self-aligning shaft assembly and two gears; two ends of the self-aligning shaft assembly in the axial direction are respectively inserted into the two gears; the self-aligning shaft assembly comprises a shaft body and a self-aligning member; the shaft body is in limit connection with the two gears in the circumferential direction by means of the self-aligning member; the shaft body radially swings, by means of the self-aligning member, relative to the two gears. According to the solution, the self-aligning shaft assembly can radially swing relative to the two gears, and in this way, the two gears can be misaligned with each other in the radial direction and can be in a connected state in which the two gears can float in the radial direction, so that a transmission path of a torque can be conveniently changed, so as to better realize torque distribution, and the torque density of a planetary gear mechanism can be improved especially when the solution is applied to the planetary gear mechanism..
Resumen de: US2025035080A1
A reactive blade turbine system works vertically, horizontally, or at an angle and clockwise or counterclockwise according to blade angle and locking position and adjusts to variations in fluid flow such as changes in tidal currents to generate power more efficiently regardless of direction of fluid flow. A method for generating electrical power from a continuous fluid flow via the reactive turbine system is also provided herein.
Resumen de: US2025036142A1
A surveillance system for an offshore infrastructure including an unmanned surface vessel (USV), an unmanned vehicle for inspecting the offshore infrastructure and a controller. The unmanned surface vessel includes an environmental sensor system to measure one or more environmental parameters and a carrying area to carry the unmanned vehicle. The controller is configured to obtain one or more environmental parameters from the environmental sensor system, to obtain one or operational parameters of the offshore infrastructure, to compare each of the operational parameters to an expected value and to determine, based on the comparison, to inspect the offshore infrastructure with the unmanned vehicle.
Resumen de: WO2025021018A1
A floating-type wind turbine, comprising: a wind turbine (1), a tower (2), floating columns (3), mooring chains (6), and an anchorage, wherein the wind turbine (1) is fixed to a first end of a floating column (3) by means of the tower (2); second ends of the floating columns (3) are fixed to the anchorage by means of the mooring chains (6); each floating column (3) is of a hollow structure, and an inlet/outlet is provided in a side wall of the floating column (3); and the floating column (3) is provided with a water intake and output loop system (301) in communication with the outside, a first end of the water intake and output loop system (301) is located in the hollow structure of the floating column (3), and a second end of the water intake and output loop system (301) is located on an outer side of the floating column (3) and extends towards the second end of the floating column (3) along the axis of the floating column (3). By means of the water intake and output loop system (301), exchange of water between the inside and outside of the floating column (3) is implemented.
Resumen de: WO2023183475A1
An autonomous roaming offshore wind turbine (AROWT) includes a floating hull, a lifting keel extending outwardly from an underside of the hull, ballast, a propeller mounted to a portion of the hull, and a wind turbine mounted to an upper side of the hull. When deployed in a body of water, the AROWT moves in a figure-eight station-keeping pattern and includes: a wind turbine having a rated power between 5 MW and 25 MW, a rated wind speed between 8 m/s and 20 m/s, a wind turbine blade diameter within 100 m to 300 m, a lifting keel depth of between 30 m and 100 m, a hull speed to wind speed ratio of between 0.1 and 0.3, a pattern beam to wind turbine blade diameter ratio of between 0.5 and about 5.0, and a pattern beam to pattern surge ratio of between 0.02 and about 0.1
Resumen de: FR3151358A1
Il est proposé un agencement de structures locales pour la distribution de contraintes et l’amélioration de résistance de plate-forme de turbine éolienne offshore flottante de type TLP, l’agencement étant caractérisé en ce qu’une pluralité d’éléments de support (141,142,143) dont au moins un est allongé dans une direction différente font saillie à partir de la plaque de dessous (120) d’un nœud (100), de sorte que la plaque de dessus (110) du nœud (100) à laquelle une charge est appliquée par une turbine éolienne (300) est supportée par les éléments de support (141,142,143), les contraintes sont distribuées, et les dommages à la plaque de dessus (110) sont évités de telle sorte que la turbine éolienne (300) peut être supportée de manière stable par l’entremise du nœud (100). Figure 1
Resumen de: WO2025018509A1
The present invention relates to a local structure arrangement for stress distribution and strength improvement of a tension leg-type floating offshore wind platform, wherein a plurality of support pieces, at least one of which extends in a different direction, protrude from the bottom plate of a node so that the top plate of the node, to which a load is applied by a wind turbine, is supported by each support piece to distribute stress and prevent damage to the top plate, thereby enabling the wind turbine to be stably supported by means of the node.
Resumen de: US2025026459A1
A floating structure is used for transport and installation of a floating tensioned leg platform (TLP) with a number of legs. The floating structure comprises controllable ballast tanks and engagement means for engaging the legs of the TLP and maintaining the same at a required draft during transport and installation. Further, the floating structure comprises a number of floating structure parts intended to be positioned horizontally adjacent each of the legs of the TLP, which floating structure parts are provided with the engagement means for engaging counter engagement means provided on said legs of the TLP in such a way that, in an operative position of the floating structure in which said floating structure parts are positioned horizontally alongside the legs of the TLP, the engagement means are capable of loading the counter engagement means with a downward force opposite an upward buoyancy force of the TLP.
Resumen de: US2025026457A1
Proposed is an arrangement of local structures for TLP-type floating offshore wind turbine platform stress distribution and strength enhancement, the arrangement being characterized in that a plurality of supporting members of which at least one is elongated in a different direction protrudes from the bottom plate of a node, so the top plate of the node to which load is applied by a wind turbine is supported by the supporting members, stress is distributed, and damage to the top plate is prevented such that the wind turbine can be stably supported through the node.
Resumen de: GB2629694A
An apparatus and methods for installation of an offshore platform for supporting equipment installations is provided. The apparatus includes a vertical compression assembly and a counteracting tensioning tendon system. The vertical compression assembly may comprise multiple compression members, a column truss, or other configurations. The methods of fabrication, load out, and installation provide for cost-effective port and installation vessel requirements.
Nº publicación: EP4494994A1 22/01/2025
Solicitante:
BLUEWATER ENERGY SERVICES BV [NL]
Bluewater Energy Services B.V
Resumen de: EP4494994A1
A floating structure (1) is provided which is intended for the transport and installation of a floating tensioned leg platform (TLP) (2) with a number of legs (3) radiating from a central point (4). The floating structure comprises controllable ballast tanks (6,6') for changing its buoyancy, and engagement means (9) for engaging the legs (3) of the TLP and maintaining the same at a required draft during transport and installation. Further, the floating structure comprises a number of floating structure parts intended to be positioned horizontally adjacent each of the legs (3) of the TLP, which floating structure parts are provided with the engagement means (9) for engaging counter engagement means provided on said legs (3) of the TLP (2) in such a way that, in an operative position of the floating structure in which said floating structure parts are positioned horizontally alongside the legs of the TLP, the engagement means are capable of loading the counter engagement means with a downward force opposite an upward buoyancy force of the TLP. The engagement means (9) further are arranged in such a manner that they are capable of engaging the counter engagement means in the described manner even when the legs (3) of the TLP at least partly are positioned at a level above sea level.
BOPI
Sede Electrónica
