Key information

Title
A floating support structure for a wind turbine system
Application number
20231009
Case type
National
Status
07.07.2025 Patent meddelt (B1)
Filed
20.09.2023
Effective date
20.09.2023
Publicly available
21.03.2025
Next annual fee due
30.09.2027
Applicant
Ocean Ventus AS (NO)
Owner
Ocean Ventus AS (NO)
Inventor
Reidar Alquist Tønnessen (NO) et al.
Agent
ACAPO ONSAGERS AS (NO)
Granted
07.07.2025
Patent number
348897
Expiry date
20.09.2043

Abstract and drawing

Disclaimer: This text has been machine-scanned and may contain errors – please refer to "Publications" for legally binding content.
The invention describes a floating support structure (1) for supporting an off shore wind turbine comprising a first, second and third main section (10a, 10b, 10c) each comprising a horizontal part and a vertical part (12a, b, c) directly or indirectly connected to the radial end of the horizontal part and the central ends of the horizontal parts (11a, b, c) are joined in a central region. The floating support structure further comprises a transition piece (15) comprising a connecting flange (16) for connecting a coupling end of the wind turbine tower (101) to the support structure. The transition piece further comprises a reinforcement body (17) shaped like a tubular frustum, wherein a top side of the reinforcement body (17) wherein sides of the reinforcement body (17) extends downward and radially outward from the connection flange, at an angle α with the plane (P), to a vertical distance (DB) below the plane (P) and wherein the reinforcement body is welded onto the first , second and third horizontal parts.

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 19.08.2025 14-04 Saksbehandling 20231009(348897) INN P29244NO00 Specification ready for publication marked ACAPO ONSAGERS AS
 19.08.2025 14-03 Saksbehandling 20231009(348897) INN P29244NO00 Specification ready for publication clean ACAPO ONSAGERS AS
 19.08.2025 14-02 Saksbehandling 20231009(348897) INN P29244NO00 Letter to NIPO ACAPO ONSAGERS AS
 19.08.2025 14-01 Saksbehandling 20231009(348897) INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 02.08.2025 13-01 Saksbehandling 20231009(348897) UT PT Varsel om betaling av første årsavgift (3317) (PT20231009) ACAPO ONSAGERS AS
 10.07.2025 12-01 Saksbehandling 20231009(348897) UT PT Registreringsbrev nasjonal patent (15) (PT20231009)
20.05.2025 11-01 Saksbehandling 20231009 UT Intention to grant ACAPO ONSAGERS AS
 12.05.2025 10-05 Saksbehandling 20231009 INN P29244NO00 Specification ready for publication marked ACAPO ONSAGERS AS
 12.05.2025 10-04 Saksbehandling 20231009 INN P29244NO00 Specification ready for publication clean ACAPO ONSAGERS AS
 12.05.2025 10-03 Saksbehandling 20231009 INN P29244NO00 Reply to Official Action ACAPO ONSAGERS AS
 12.05.2025 10-02 Saksbehandling 20231009 INN P29244NO00 Norske krav ACAPO ONSAGERS AS
 12.05.2025 10-01 Saksbehandling 20231009 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 11.04.2025 09-01 Saksbehandling 20231009 UT Substantive examination ACAPO ONSAGERS AS
 12.09.2024 08-02 Saksbehandling 20231009 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 12.09.2024 08-01 Saksbehandling 20231009 INN PDF_633297240 ACAPO ONSAGERS AS
 29.08.2024 07-04 Saksbehandling 20231009 INN P29244NO00 Letter_to_NIPO_Aug_28_2024_1186198 ACAPO ONSAGERS AS
 29.08.2024 07-03 Saksbehandling 20231009 INN P29244NO00 Amended claims 29.08 ACAPO ONSAGERS AS
 29.08.2024 07-02 Saksbehandling 20231009 INN P29244NO00 Amended claims 29.08 - marked ACAPO ONSAGERS AS
 29.08.2024 07-01 Saksbehandling 20231009 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 25.06.2024 06-02 Saksbehandling 20231009 UT PT report 01:02:04
25.06.2024 06-01 Saksbehandling 20231009 UT Substantive examination ACAPO ONSAGERS AS
 10.06.2024 05-01 Saksbehandling 20231009 INN Korrespondanse (Hovedbrev inn) ACAPO ONSAGERS AS
 12.10.2023 04-02 Saksbehandling 20231009 INN Patent 20231009 Ocean Ventus erklæring ONSAGERS AS
 12.10.2023 04-01 Saksbehandling 20231009 INN Korrespondanse (Hovedbrev inn) ONSAGERS AS
 22.09.2023 03-01 Saksbehandling 20231009 UT Formal Examination 1 ONSAGERS AS
 22.09.2023 02-01 Saksbehandling 20231009 UT Informasjon til oppfinner Audun Arnesen Nyhus
 20.09.2023 01-04 Saksbehandling 20231009 INN P29244NO00 Spesification ready for filing 1132146 ONSAGERS AS
 20.09.2023 01-03 Saksbehandling 20231009 INN P29244NO00 drawings ready for filing 1132149 ONSAGERS AS
 20.09.2023 01-02 Saksbehandling 20231009 INN Ocean Ventus AS GPOA Norge 1079021 ONSAGERS AS
 20.09.2023 01-01 Saksbehandling 20231009 INN Søknadsskjema Patent ONSAGERS AS

Description, claims and drawings

Disclaimer: This text has been machine-scanned and may contain errors – please refer to "Publications" for legally binding content. Description
A floating support structure for a wind turbine systemTechnical field of the inventionThe invention relates to the field of off-shore wind turbines. More specifically, the invention relates to a floating support structure for supporting a wind turbine system BackgroundMany different support structures have been tested and tried with various degrees o f success.For example, patent publication US 2014/0196654 A1 discloses a floating support structure for windmills consisting of columns having stabilizing elements mounted to their ends. The columns have an inner volume for ballasting. Another type of support structure having the possibility of stabilization and ballasting is disclosed in patent publication US 2019/0061884 A1. Yet other examples of floating support structures are disclosed in patent publications US 10,518,846 B2, WO 2014/163501 A1 and JP 2005-201194 A.WO 2021/254991 A1 describes a method for assembling one or more floating support structures at an assembly site using a plurality of floating sections produced at a production site distal from the assembly site. The floating support structures are suitable for supporting a windmil1 system comprising a windmill tower, a windmill nacelle and windmill blades. The floating support structure is particularly suitable for transport as modules on heavy-lift vessels over large distances and assembly of these modules in sea.US 2020/0198741 A1describes a semisubmersible float, in particular for an offshore wind turbine, comprising at least four columns, including a central column and three outer columns connected to the central column by arms in the form of a pontoon, the outer columns and the pontoon arms comprising ballasts, is characterized in that the ballasts are filled by gravity and emptied using compressed air.WO 2014163501 A1 describes a stable floating support structure for a wind turbine comprising three stabilizing columns and a mooring system, wherein said mooring system includes at least one catenary mooring line that is connected to the semisubmersible at a point above an operational waterline thereof. Also disclosed is a method of mooring such a wind turbine carrying semi-submersible at an offshore location by means of the at least one catenary mooring line.A common disadvantage for any of the known floating support structures of the above-mentioned type is that they are ill-suited for transport across large distances on vessels due to their bulky design and heavy weight. To mitigate this problem NO20200726 describes semi-submersible support structure, suitable for supporting a windmill system comprising a windmill tower, a windmill nacelle and windmill blades. The floating support structure is particularly suitable for transport as modules on heavy-lift vessels over large distances and assembly of these modules on purpose made barges close to the wind farm. The floating support structure comprises an aft main section and transverse main section joined together in a T-.shape and having vertical sections at the outer ends of each main section providing buoyancy to the support structure. Although this construction is less heavy than most of the competitors, light-weight constructions is always a goal in itself because of reduced costs.In view of the above, it is an object of the invention to provide a floating support structure that solves or at least mitigates one or more of the aforementioned problems related to use of prior art solutions.A particular object of the invention is to provide a floating support structure that may easily be produced in parts or modules, thereby facilitating long distance transport on suitable vessels such as standard Ultramax bulk vessels.Another object of the invention is to provide parts or modules that may be assembled into a fully functional floating support structure of the above-mentioned type using purpose made barges when submerged/floating in water.Yet another object of the invention is to provide a light-weight construction without compromising on safety.Yet another object of the invention is to provide a floating support structure that may easily be towed from an assembly site located close to an operation site using a tugboat.Yet another object of the invention is to provide a floating support structure that ensures sufficient robustness with respect of transfer of torque, torsion and shear forces during operation.Yet another object of the invention is to provide a floating support structure that ensures favorable motion characteristics during operation, even in rough seas.Yet another object of the invention is to provide a transition piece (TP) suitable for force distribution between the floating support structure 1 and the tower.Summary of the invention In a first aspect of the invention it is described a floating support structure for supporting a wind turbine system comprising a wind turbine tower, a wind turbine nacelle and wind turbine blades. The floating support structure comprises a first, second and third main section. Each main section comprises a horizontal part having a central end and a radial end wherein the horizontal part has a tubular shape at least in a region including the central end. Each main section further comprises a vertical part directly or indirectly connected to the radial end of the horizontal part and oriented in a vertical plane which also includes the horizontal part. The vertical parts provide buoyancy to the floating support structure, and the central ends of the horizontal parts are joined in a central region comprising the central ends.The floating support structure further comprises a transition piece comprising a connecting flange positioned on top of the transition piece for connecting a coupling end of the wind turbine tower distal to the wind turbine nacelle vertically onto the floating support structure. The transition piece further comprises a reinforcement body shaped like a tubular frustum, wherein a top side of the reinforcement body is elevated a vertical distance (DA) above a plane (P) laid on top of the horizontal parts and wherein sides of the reinforcement body extends downward and radially outward from the connection flange, at an angle α with the plane (P), to a vertical distance (DB) below the plane (P) and wherein the reinforcement body is welded onto the first , second and third horizontal parts. Preferably both on the inside and on the outside of the horizontal parts. Furthermore, the centerline LH of the horizontal parts of each main section have an angle of 120 degrees with the centerline LH of the horizontal parts of the neighboring main section.In an embodiment of the invention the reinforcement body is shaped like a tubular frustum of a right circular cone.In an embodiment of the invention the reinforcement body is shaped like a tubular frustum of a right pyramid with three or more sides.In yet an embodiment of the invention the angle α is between 20 and 60 degrees, more preferable between 30 and 45 degrees, most preferable 35 degrees.In yet an embodiment of the invention the transition piece further comprises a tower can having a cylindrical shape and being welded onto the top side of the reinforcement body. The tower can is an upward extension transition piece whose main purpose is to avoid deformation caused by welding close to the connection flange positioned on top of the transition piece.In yet an embodiment of the invention the vertical distance (DB) below plane (P) is at least ¼ of the diameter of the horizontal parts, more preferable at least 1/3 of the diameter of the horizontal parts, most preferable at least ½ of the diameter of the horizontal parts.In yet an embodiment of the invention the vertical distance (DA) above plane (P) is at least 1/5 of the diameter of the horizontal parts, more preferable at least 1/4 of the diameter of the horizontal parts, most preferable at least 1/3 of the diameter of the horizontal part.In yet an embodiment of the invention the cross-section of the horizontal part is circular along the entire length of the horizontal part.In yet an embodiment of the invention the cross-section of the vertical part is circular along the entire length of the vertical part.In yet an embodiment of the invention the horizontal parts are indirectly connected to the respective vertical parts by means of an inclined intermediate part.In yet an embodiment of the invention the inclined intermediate part is oriented with an angle of 45 degree to the respective vertical part and horizontal part.In yet an embodiment of the invention the central end of each of the horizontal parts have a surface that would abut two vertical planes having a 120 degrees angle between them, wherein an intersection line between the two planes intersects a centerline (LH) of the horizontal parts, thus enabling the first, second and third central ends to form a continuous surface when joined.In yet an embodiment of the invention the transition piece comprises an interior frustum section extending in the interior of the horizontal parts as an extension of the frustum shaped reinforcement body inside the horizontal part.In a second aspect of the invention it is described a method for assembly of a floating support structure as described above. The method requires a crane positioned on a quayside and a barge comprising a first second and third support structure. The purpose of the support structures is to support the respective main sections when positioned on the barge by the crane. The method comprises the following steps:A. Positioning a central unit in a central position on the barge.B. Positioning the first main section on a first support structure for aligning the first horizontal part with the corresponding first central end of the central unit while the first vertical part floats in water and welding the first central end and the first horizontal part together. C. Positioning the second main section on a second support structure for aligning the second horizontal part (with the corresponding second central end of the central unit while the second vertical part floats in water and welding the second central end and the second horizontal part together.D Positioning the third horizontal part on a third support structure for aligning the third horizontal part with the corresponding third central end of the central unit while the third vertical part floats in water and welding the third central end and the third horizontal part together.E. Removing the barge from underneath the floating support structure 1.In an embodiment of the method step B comprises the barge being positioned such that the first main section is orientated parallel with the quay side when aligned with the first horizontal part during step B and wherein the barge is turned such that the first main section is directed outward form the quay side before commencing with step C.Short description of drawingsThe invention will now be described in more detail by reference to the accompanying figures. The same numeral on different drawings refer to the same feature.Fig. 1 shows a perspective view of an embodiment of the floating support structure with a wind turbine mounted.Fig 2 shows a perspective view of an embodiment of the transition piece.Fig. 3 shows a cross-section of an embodiment of the transition piece and a main section including interior parts of the transition piece.Fig 4 shows an embodiment of the main section including an inclined intermediate part.Fig. 5a-c shows an embodiment of the central ends of the horizontal sections and the transition piece in a top view, a perspective view and a side view respectively. Fig. 6a and b shows two different shapes of the transition piece.Fig. 7 show a transition piece comprising an elevation structure and horizontal parts with an octagonal cross-section.Fig. 8 a and b shows a side view and top view respectively of a cargo vessel carrying parts constituting a floating support structure according to the invention. Fig. 9a-d illustrates an embodiment of the method of assembling the floating support structure by a quay side using a barge.Detailed descriptionIn the following a floating support structure 1 for supporting an offshore wind turbine system is described as seen in fig. 1. The wind turbine system comprises a wind turbine tower 101, a wind turbine nacelle 102 and wind turbine blades 103. The floating support structure 1 comprises a first, second and third main section 10a, 10b, 10c. In an embodiment, the three main sections are similar to each other and positioned equidistant from each other as seen in fig. 1 and fig. 5a.Fig. 3 and 4 shows that each first, second and third main section 10a, b, c comprises a first, second and third horizontal part 11a, b, c and a first, second and third vertical part 12a, b, c respectively. Each horizontal part 11a, b, c has a respective first, second and third central end 13a, b, c and respective first, second and third radial end 14a, b, c, wherein the horizontal parts 11a, b, c has a tubular shape at least in a region including the central ends 13a, b, c. The horizontal parts and the central ends can have a round, oval or polygonal cross-section. For simplicity we will hereinafter not use ‘first, second and third’ with respect to the main sections, horizontal parts and the vertical parts. The vertical parts 12a, b, c is directly or indirectly connected to the respective radial end 14a, b, c of the respective horizontal part 11a, b, c and is oriented in a vertical plane in common with the respective horizontal part 11a, b, c. The vertical parts 12a, b, c provide buoyancy to the floating support structure 1, and the central ends of the horizontal parts 11a, b, c are joined in a central region of the floating support structure. Preferably, the central ends 13a, b, c are joined together by welding although bolting is conceivable.As shown in fig. 5a – c and fig. 2, the floating support structure further comprises a transition piece 15. The transition piece 15 comprises a connecting flange 16 and a reinforcement body 17. The connecting flange 16 is adapted for connecting a coupling end of the wind turbine tower 101 distal to the wind turbine nacelle 102 vertically onto the floating support structure 1. The connecting flange 16 can be positioned on a top side 29 of the reinforcement body 17 which is shaped like a tubular frustum. In another embodiment, the connecting flange is located some distance above the reinforcement body 17. In such an embodiment the transition piece 15 comprises a tower can 23 shaped like a cylinder or slightly coned cylinder having the connection flange 16 on top as seen in fig. 7. Fig. 5c shows the floating support structure 1 from the side in a direction from where the third main section would have been. The purpose of the transition piece 15 is to increase stiffness and reduce fatigue in the central region of the floating support structure. As illustrated in fig. 5c the connecting flange 16 is elevated a vertical distance (DA) above a plane (P) laid on top of the horizontal parts 11a, b, c. Sides of the reinforcement body 17 extends downward and radially outward from the connection flange, at an angle α with the plane (P), to a vertical distance (DB) below the plane (P) . The reinforcement body is fastened onto the first, second and third horizontal parts 11a, b, c. Preferably both on the inside and on the outside of the horizontal parts 11a, b, c. In one embodiment, brackets are added between the reinforcement body 17 and the horizontal parts 11a, b and c.The purpose of the transition piece 15 is to increase stiffness and reduce fatigue in the central region of the floating support structure. Preferably, a central axis A, indicated in fig 5b, of the floating support structure 1 goes through a common intersection of the three centerlines LH of the respective horizontal sections 11a, b, c and the central axis A is centrally positioned in the reinforcement body 17 as indicated in fig. 5a and 5b. Because of the central position of the tower 101 and the peripheral position of the buoyant vertical parts 12a, b, c, the central region must absorb a lot of forces. However, if this problem is solved, a very light weight construction is achieved in terms of capacity pr. ton of steel.In an embodiment, shown in fig. 6b, the reinforcement body 17 is shaped like a tubular frustum of a right circular cone. In another embodiment, shown in fig. 6a, the reinforcement body 17 is shaped like a tubular frustum of a right pyramid with three or more sides. Fig. 6a shows an embodiment with six sides. This corresponds with a cut-out for each main section being done in every second side constituting the frustum as indicated in the figure.Preferably, the angle α between the plane P and the side(s) of the frustum is between 20 and 60 degrees, more preferable between 30 and 45 degrees, most preferable 35 degrees.The vertical distance (DB) of the extension of the reinforcements structure below plane (P) is, preferably, at least ¼ of the diameter of the horizontal parts 11a, b, c, more preferable at least 1/3 of the diameter of the horizontal parts 11a, b, c, most preferable at least ½ of the diameter of the horizontal parts 11a, b, c. In a particular advantageous embodiment, the transition piece extends down to the altitude of a centerline LH of the horizontal part 11a, b, c. This is equivalent to the extension of the reinforcements structure below plane (P) being ½ of the diameter of the horizontal parts 11a, b, c.In an embodiment of the floating support structure the vertical distance (DA) of the connecting flange 16 above plane (P) is at least 1/5 of the diameter of the horizontal parts 11a, b, c, more preferable at least 1/4 of the diameter of the horizontal parts 11a, b, c, most preferable at least 1/3 of the diameter of the horizontal parts 11a, b, c. The elevation of the connecting flange 16 above the plane P causes the frustum of the reinforcement body 17 to extend further outward on the horizontal parts 11a, b, c thus making the central region of the floating support structure stiffer. The reinforcement body 17 must at least extend further outward than the welding joining the three central ends 13a, b, c of the horizontal parts 11a, b, c. In a preferable embodiment a lower rim of the reinforcement body 17 has a diameter, which is 1,5 – 3 times the diameter of the horizontal sections, more preferable substantially 2 times the diameter of the horizontal sections 11a, b, c.The cross section of the horizontal parts and the vertical parts 12a, b, c can have many shapes, but in a preferred embodiment the cross-section of the horizontal parts 11a, b, c and/or the vertical parts 12a, b, c is circular along their entire lengths. In theory, parts of the horizontal section could comprise a framework or a truss system instead of a tubular structure.In an advantageous embodiment the horizontal parts 11a, b, c are indirectly connected to the respective vertical parts 12a, b, c by means of an inclined intermediate part 18a, b, c. A direct 90 degree connection will produce more fatigue problems and also add to the combined length of the horizontal and vertical parts. In an optimal embodiment shown in fig. 3 and 4 the inclined intermediate part 18 is oriented with an angle of 45 degree to the respective vertical part 12a, b, c and horizontal part 11a, b, c.In a preferred embodiment shown in fig 5c the centerline LH of the horizontal parts 11a, b, c of each main section 10a, b, c have an angle of 120 degrees with the centerline LH of the horizontal parts (11a, b, c) of the neighboring main section (10a, b, c). This will provide a floating support structure which is mirror symmetric around a vertical plane going through the centerline LH of any one of the horizontal parts 11a, b, c.In order to join the three main sections a lot of possibilities will be available for the skilled person. However, in a preferred embodiment illustrated in fig 5a the central end 13a, b, c of each of the horizontal parts 11a, b, c are cut in such a way that the cut surface would abut two vertical planes having a 120 degrees angle between them, wherein an intersection line between the two planes intersects a centerline (LH) of the horizontal parts 13a, b, c, thus enabling the central ends 13a, b, c to form a continuous surface when joined. We assume that the angle between the centerline LH and the two vertical planes are 60 degrees when seen in a horizontal plane. In order to integrate the central ends 13a, b, c and the transition piece 15, semicircular cut-outs of an interior frustum section 20, as seen in fig. 6a and 6b, can be executed on the reinforcement body 17. Thus, the main part of the reinforcement body can be lifted on top of the three central ends for welding and the interior frustum section 20 can be positioned on the inside of the central end for welding. Preferably the transition piece 15 further comprises a frustum extension 21 connecting the lower part of the interior frustum section 20 to the lower parts of the horizontal part 11a, b, c. If the shape of the reinforcement body 17 is a cone, this could be done by the frustum section 20 being a cut-out of a cylindrical shape with a diameter similar to the lower part of the reinforcement body 17 as indicated in fig.3 and 5c. If the shape of the reinforcement body is frustum pyramid this could be done by using one or more plates.In order to provide a flexible mounting and transport of the floating support structure 1 it can be produced in four parts almost anywhere in the world, stacked onto a carrier vessel 30, for instance an ordinary bulk carrier as seen in fig. 8a and b and assembled on a site near the final working position of the floating support structure 1. The symmetry of the floating support structure 1 also enables an advantageous division of the parts into four pieces of fairly similar weight, thus reducing the maximum lifting capacity needed when assembling the floating support structure.With reference to fig. 9 a-d a method for assembling the floating support structure is also described. In order to carry out the method a barge 26 of suitable size is needed. Preferably the barge provides equal buoyancy under all the main sections 10a, b, c and is provided with a first second and third support structure 27a, b, c to support the horizontal parts 12a, b, c of the main sections 10a, b, c. One shape that will accomplish this is a substantially square shape as seen in fig. 9a-d.Furthermore, a lifting device 28 is needed, preferably a crane 28 mounted on a quay side 25 to lift the central unit 24 and the three main sections 10a, b, c into a correct position on the barge 26. We will assume that the central unit 24 and the main sections 10a, b, c all are stored on the quay side 29. The method will comprise the following steps:A. Positioning the central unit 24 in a central position on the barge 26 as indicated in fig. 9a.B. As indicated in fig. 9b, positioning the first main section 10a on a first support structure 27a for aligning the first horizontal part with the corresponding first central end 13a of the central unit 24 while the first vertical part 12a floats in water and welding the first central end 13a and the first horizontal part 11a together.C. As indicated in fig. 9c, positioning the second main section 10b on a second support structure 27b for aligning the second horizontal part 11b with the corresponding second central end 13b of the central unit 24 while the second vertical part 12b floats in water and welding the second central end 13b and the second horizontal part 11b together.D As indicated in fig. 9d, positioning the third horizontal part 11c on a third support structure 27c for aligning the third horizontal part 11c with the corresponding third central end 13c of the central unit 24 while the third vertical part 12c floats in water and welding the third central end 13c and the third horizontal part 11c together . E. Removing the barge from underneath the floating support structure 1.Obviously, the lifting can be done with the barge 26 in one position only. However, the distance from the crane to the main section 10a pointing away from the quay side 25 as seen in fig. 9c and d will put high demands on the reach of the crane. In order to reduce the needed capacity in terms of reach of the crane, the barge can be turned 90-120 degrees between step B and C and/or step C and D as indicated in fig. 9 a-d. In this manner the reach of the crane can be reduced to roughly half the needed reach when positioning the main section 10a, b, c positioned on the opposite side of the barge 26 relative to the crane 28. Preferably, the barge is turned between step B and C only, because then there is less mass to move and the reduction of reach achieved because of the second turning is minimal. In a preferred embodiment the barge is equipped with thrusters and/or propellers to be able to conduct the turning operation without using tugboats.This translates into step B comprising the barge being positioned such that the first main section 10a is orientated parallel with the quay side 25 when aligned with the first horizontal part 11a during step B as seen in fig. 9b. Fig. 9c illustrates that the barge has been turned such that the first main section 10a is directed outward form the quay side 25 before commencing with step C and positioning the second main section 10b on the barge. Fig 9 d shows the third main section 10c being hoisted in position for mounting. In such an embodiment we assume that the first main section 10a is parallel with a centerline of the barge 26 and that the second and third main section 9b, c is positioned at an angle of 120 degrees with said centerline at each respective side. References1 Floating support structure10a First main section10b Second main section10c Third main section11a First Horizontal part11b Second horizontal part11c Third horizontal part12a First vertical part12b Second vertical part12c Third vertical part13a First central end13b Second central end13c Third central end14a First radial end14b Second radial end14c Third radial end15 Transition piece16 Connecting flange17 Reinforcement body18 Inclined intermediate part19 Wave damper20 Interior frustum section of transition piece21 Interior frustum extension22 Anchor line connection23 Tower can24 Central unit25 Quay side26 Barge27 Support structure27a First support structure27b Second support structure27c Third support structure28 Lifting device/crane29 Top side of reinforcement body30 Carrier vessel101 Wind turbine tower102 wind turbine nacelle103 Wind turbine bladesP Plane laid on top of horizontal partsDA Vertical distance of connection flange 16 above the plane P DB Vertical distance of extension of reinforcement body below the plane P LH Central line of Horizontal parts 11a, b, cA Vertical central axis of floating support structure
Claims
CLAIMS1. A floating support structure (1) for supporting a wind turbine system comprising a wind turbine tower (101), a wind turbine nacelle (102) and wind turbine blades (103), wherein the floating support structure (1) comprises:a first, second and third main section (10a, 10b, 10c) each comprising:a horizontal part (11a, b, c) having a central end 13a, b, c) and a radial end (14a, b, c), wherein the horizontal part has a tubular shape at least in a region including the central end (13a, b, c) a vertical part (12a, b, c) directly or indirectly connected to the radial end (14a, b, c) of the horizontal part (11a, b, c) and oriented in a vertical plane in common with the horizontal part (11a, b, c), wherein the vertical parts (12a, b, c) provide buoyancy to the floating support structure (1), and the central ends of the horizontal parts (11a, b, c) are joined in a central region comprising the central ends (13a, b, c),a transition piece (15) comprising:a connecting flange (16) positioned on top of the transition piece (15) for connecting a coupling end of the wind turbine tower (101) distal to the wind turbine nacelle (102) vertically onto the floating support structure (1),a reinforcement body (17) shaped like a tubular frustum, wherein a top side (29) of the reinforcement body (17) is elevated a vertical distance (DA) above a plane (P) laid on top of the horizontal parts (11a, b, c) and wherein sides of the reinforcement body (17) extends downward and radially outward from the connection flange, at an angle α with the plane (P), to a vertical distance (DB) below the plane (P) and wherein the reinforcement body is welded onto the first , second and third horizontal parts (11a, b, c).2. Floating support structure according to claim 1, wherein the reinforcement body (17) is shaped like a tubular frustum of a right circular cone.3. Floating support structure according to claim 1, wherein the reinforcement body (17) is shaped like a tubular frustum of a right pyramid with three or more sides.4. Floating support structure according to any of the preceding claims, wherein the angle α is between 20 and 60 degrees, more preferable between 30 and 45 degrees, most preferable 35 degrees.5. Floating support structure according to any of the preceding claims wherein the transition piece (15) further comprises a tower can (23) having a cylindrical shape and being welded onto the top side (29) of the reinforcement body 6. Floating support structure according to any of the preceding claims, wherein the vertical distance (DB) below plane (P) is at least ¼ of the diameter of the horizontal parts (11a, b, c), more preferable at least 1/3 of the diameter of the horizontal parts (11a, b, c), most preferable at least ½ of the diameter of the horizontal parts (11a, b, c).7. Floating support structure according to any of the preceding claims, wherein the vertical distance DA above plane (P) is at least 1/5 of the diameter of the horizontal parts (11a, b, c), more preferable at least 1/4 of the diameter of the horizontal parts (11a, b, c), most preferable at least 1/3 of the diameter of the horizontal parts (11a, b, c).8. Floating support structure according to any of the preceding claims, wherein the cross-section of the horizontal part is circular along the entire length of the horizontal part (11a, b, c).9. Floating support structure according to any of the preceding claims, wherein the cross-section of the vertical part is circular along the entire length of the vertical part (12a, b, c).10. Floating support structure according to any of the preceding claims, wherein the horizontal parts (11a, b, c) are indirectly connected to the respective vertical parts (12a, b, c) by means of an inclined intermediate part (18a, b, c).11. Floating support structure according to claim 10, wherein the inclined intermediate part (18) is oriented with an angle of 45 degree to the respective vertical part (12) and horizontal part (11).12. Floating support structure according to claim 11, wherein the central end (13a, b, c) of each of the horizontal parts (11a, b, c) have a surface that would abut two vertical planes having a 120 degrees angle between them, wherein an intersection line between the two planes intersects a centerline (LH) of the horizontal parts (13a, b, c), thus enabling the first, second and third central ends (13a, b, c) to form a continuous surface when joined.13. Floating support structure according to any of the preceding claims, wherein the transition piece 15 comprises an interior frustum section 20 extending in the interior of the horizontal parts (11a, b, c) as an extension of the frustum shaped reinforcement body 17 inside the horizontal part.14. Method for assembly of a floating support structure (1) according to any of the claims 1- 13, wherein the method requires a crane (28) positioned on a quayside (25) and a barge (26) comprising a first second and third support structure (27), wherein the method comprises the following steps:A. Positioning a central unit (24) in a central position on the barge (26).B. Positioning the first main section (10a) on a first support structure (27a) for aligning the first horizontal part (11a) with the corresponding first central end (13a) of the central unit (24) while the first vertical part (12a) floats in water and welding the first central end (13a) and the first horizontal part (11a) together.C. Positioning the second main section (10b) on a second support structure (27b) for aligning the second horizontal part (11b) with the corresponding second central end (13b) of the central unit (24) while the second vertical part (12b) floats in water and welding the second central end (13b) and the second horizontal part (11b) together.D Positioning the third horizontal part (11c) on a third support structure (27c) for aligning the third horizontal part (11c) with the corresponding third central end (13c) of the central unit (24) while the third vertical part (12c) floats in water and welding the third central end (13c) and the third horizontal part (11c) together.E. Removing the barge (26) from underneath the floating support structure (1).15. Method according to claim 14, wherein step B comprises the barge (26) being positioned such that the first main section (10a) is orientated substantially parallel with the quay side (25) when aligned with the first horizontal part during step B and wherein the barge is turned such that the first main section is directed outward form the quay side (25) before commencing with step C.Patentkrav1. En flytende støttestruktur (1) for å støtte et vindturbinsystem omfattende et vindturbintårn (101), en nacelle (102) og vindturbinblader (103), hvor den flytende støttestrukturen (1) omfatter:en første, andre og tredje hovedseksjon (10a, 10b, 10c) som hver omfatter:en horisontal del (11a, b, c) som har en sentral ende (13a, b, c) og en radiell ende (14a, b, c), hvor den horisontale delen har en rørformet form i det minste i et område som inkluderer den sentrale enden (13a, b, c)en vertikal del (12a, b, c) direkte eller indirekte forbundet med den radielle enden (14a, b, c) av den horisontale delen (11a, b, c) og orientert i et vertikalt plan til felles med den horisontale delen (11a, b, c),hvor de vertikale delene (12a, b, c) gir oppdrift til den flytende støttestrukturen (1), og de sentrale endene av de horisontale delene (11a, b, c) er sammenføyd i et sentralt område som omfatter de sentrale endene (13a, b, c),et overgangsstykke (15) som omfatter:en koblingsflens (16) plassert på toppen av overgangsstykket (15) for å koble en koblingsende av vindturbintårnet (101) distalt til nacellen (102) vertikalt på den flytende støttestrukturen (1),karakterisert ved et forsterkningslegeme (17) formet som en tubulær frustum, hvor en toppside (29) av forsterkningslegemet (17) er hevet en vertikal avstand (DA) over et plan (P) lagt på toppen av de horisontale delene (11a, b, c) og hvor sidene av forsterkningslegemet (17) strekker seg nedover og radialt utover fra planet (P), med en vinkel (α), til en vertikal avstand (DB) under planet (P) og hvor forsterkningslegemet er sveiset på den første, andre og tredje horisontale delen (11a, b, c), oghvor senterlinjen LH til de horisontale delene (11a, b, c) til hver hovedseksjon (10a, b, c) har en vinkel på 120 grader med senterlinjen LH til de horisontale delene (11a, b, c) til den tilstøtende hovedseksjonen (10a, b, c).2. Flytende støttestruktur ifølge krav 1, karakterisert ved at forsterkningslegemet (17) er formet som en tubulær frustum av en rett konisk kjeglestump.3. Flytende støttestruktur ifølge krav 1, karakterisert ved at forsterkningslegemet (17) er formet som en tubulær frustum av en rett pyramidisk pyramidestump med tre eller flere sider.4. Flytende støttestruktur ifølge hvilket som helst av de foregående kravene, karakterisert ved at vinkelen α er mellom 20 og 60 grader, mer foretrukket mellom 30 og 45 grader, mest foretrukket 35 grader.5. Flytende støttestruktur ifølge hvilket som helst av de foregående kravene, karakterisert ved at overgangsstykket (15) videre omfatter en tårnboks (23) som har en sylindrisk form og er sveiset på oversiden (29) av forsterkningslegemet6. Flytende støttestruktur ifølge hvilket som helst av de foregående kravene, karakterisert ved at den vertikale avstanden (DB) under planet (P) er minst ¼ av diameteren til de horisontale delene (11a, b, c), mer foretrukket minst 1/3 av diameteren til de horisontale delene (11a, b, c), mest foretrukket minst ½ av diameteren til de horisontale delene (11a, b, c).7. Flytende støttestruktur ifølge hvilket som helst av de foregående kravene, karakterisert ved at den vertikale avstanden DA over planet (P) er minst 1/5 av diameteren til de horisontale delene (11a, b, c), mer foretrukket minst 1/4 av diameteren til de horisontale delene (11a, b, c), mest foretrukket minst 1/3 av diameteren til de horisontale delene (11a, b, c1a).8. Flytende støttestruktur ifølge hvilket som helst av de foregående kravene, karakterisert ved at tverrsnittet av den horisontale delen er sirkulært langs hele lengden av den horisontale delen (11a, b, c).9. Flytende støttestruktur ifølge hvilket som helst av de foregående kravene, karakterisert ved at tverrsnittet av den vertikale delen er sirkulært langs hele lengden av den vertikale delen (12a, b, c).10. Flytende støttestruktur ifølge hvilket som helst av de foregående kravene, karakterisert ved at de horisontale delene (11a, b, c) er indirekte forbundet med de respektive vertikale delene (12a, b, c) ved hjelp av en skråstilt mellomdel (18a, b, c).11. Flytende støttestruktur ifølge krav 10, karakterisert ved at den skråstilte mellomdelen (18) er orientert med en vinkel på 45 grader til den respektive vertikale del (12) og horisontale del (11).12. Flytende støttestruktur ifølge krav 11, karakterisert ved at den sentrale enden (13a, b, c) av hver av de horisontale delene (11a, b, c) har en overflate som vil støte mot to vertikale plan som har en 120 graders vinkel mellom dem, hvor en skjæringslinje mellom de to planene skjærer en senterlinje (LH) til de horisontale delene (11a, b, c), og således muliggjøre at de første, andre og tredje sentrale endene (13a, b, c) danner en kontinuerlig overflate når de er sammenføyd.13. Flytende støttestruktur ifølge et hvilket som helst av de foregående kravene, karakterisert ved at overgangsstykket 17 omfatter en indre frustumseksjon 20 som strekker seg i det indre av de horisontale delene (11a, b, c) som en forlengelse av det frustumformede forsterkningslegemet 17 inne i den horisontale delen.14. Fremgangsmåte for montering av en flytende støttestruktur (1) ifølge hvilket som helst av kravene 1-13, karakterisert ved at fremgangsmåten krever en kran (28) plassert på en kaiside (25) og en lekter (26) som omfatter en første andre og tredje støttestruktur (27), hvor fremgangsmåten omfatter følgende trinn:A. plassering av en sentralenhet (24) i en sentral posisjon på lekteren (26).B. plassering av den første hovedseksjonen (10a) på en første støttestruktur (27a) for innretting av den første horisontale delen (11a) med den tilsvarende første sentrale enden (13a) til sentralenheten (24) mens den første vertikale delen (12a) flyter i vann og sveiser den første sentrale enden (13a) og den første horisontale delen (11a) sammen.C. plassering av den andre hovedseksjonen (10b) på en andre støttestruktur (27b) for å justere den andre horisontale delen (11b) med den tilsvarende andre sentrale enden (13b) av sentralenheten (24) mens den andre vertikale delen (12b) flyter i vann og sveiser den andre sentrale enden (13b) og den andre horisontale delen (11b) sammen.D plassering av den tredje horisontale delen (11c) på en tredje støttestruktur (27c) for å justere den tredje horisontale delen (11c) med den tilsvarende tredje sentrale enden (13c) av sentralenheten (24) mens den tredje vertikale delen (12c) flyter i vann og sveiser den tredje sentrale enden (13c) og den tredje horisontale delen (11c) sammen.E. fjerning av lekteren (26) fra undersiden av den flytende støttestrukturen (1).15. Fremgangsmåte ifølge krav 145, karakterisert ved at trinn B omfatter at lekteren (26) plasseres slik at den første hovedseksjonen (10a) er orientert hovedsakelig parallelt med kaisiden (25) når den er på linje med den første horisontale delen under trinn B og hvor lekteren dreies slik at den første hovedseksjonen er rettet utover fra kaisiden (25) før utførelse av punkt C.
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Patent classes

IPC classesB63B 77/10B63B 35/44B63B 1/12B63B 1/10CPC classesB63B 77/10B63B 35/44B63B 1/125B63B 1/107Y02E 10/72Y02E 10/727B63B 2035/446

Citations

WO 2021254991 A1 (A1)US 2020198741 A1 (A1)

Applicants, owners and inventors

Owners
Ocean Ventus AS
J. M. Uglands vei 14 4878 GRIMSTAD NO (GRIMSTAD Municipality, Agder county)Org. number: 829193302Inventors
Reidar Alquist Tønnessen
Fjæreveien 116 4878 GRIMSTAD NO (GRIMSTAD Municipality, Agder county)
Ingvar Apeland
Odderhei Terrasse 28 4639 KRISTIANSAND S NO (KRISTIANSAND Municipality, Agder county)
Audun Arnesen Nyhus
Tante Poses vei 8 4818 FÆRVIK NO (ARENDAL Municipality, Agder county)

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ACAPO ONSAGERS AS
ACAPO ONSAGERS AS

Org. number: 932214636

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Edvard Griegs vei 1 5059 BERGEN NO (BERGEN Municipality, Vestland county)
Org. number: 932214636
Reference: P29244NO00

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