Wind Turbine Comprising a Floating Foundation having a Plurality of Buoyancy Bodies

Abstract

A wind turbine includes a floating foundation having a plurality of buoyancy bodies, the buoyancy bodies being formed from a plurality of buoyancy body elements designed as hollow bodies, which are arranged adjacent to one another in a first plane concentrically around each central element extending from the floating foundation and are connected to said central element. Each buoyancy body element has a surface supported on the central element, a convex surface arranged opposite the central element, and two lateral surfaces each supported on a lateral surface of an adjacent buoyancy body element.

Claims

1. A wind turbine comprising a floating foundation having a plurality of buoyancy bodies, wherein the buoyancy bodies are formed from a plurality of buoyancy body elements in the form of hollow bodies, which buoyancy body elements are arranged next to one another in a first level concentrically around a relevant central element that extends from the floating foundation, and are connected to said central element, and each buoyancy body element has a surface supported on the central element, a convex surface arranged opposite the central element, and two side surfaces each supported on a side surface of an adjacent buoyancy body element.

2. The wind turbine according to claim 1, wherein the outer wall forming the convex surface has a greater wall thickness than the walls forming the side surfaces.

3. The wind turbine according to claim 2, wherein the outer wall forming the convex surface has a wall thickness between 1.2 and 2.5 times thicker than the walls forming the side surfaces.

4. The wind turbine according to claim 1, wherein the outer wall forming the convex surface is in the form of a sandwich shell.

5. The wind turbine according to claim 1, further comprising at least one further level of buoyancy body elements arranged below the first level, which buoyancy body elements are arranged around a relevant central element and are connected to said central element.

6. The wind turbine according to claim 1, wherein the buoyancy body elements are detachably connected to the central element.

7. The wind turbine according to claim 5, wherein the buoyancy body elements arranged in the further level are designed so as to have thicker walls than the buoyancy body elements arranged in the first level.

8. The wind turbine according to claim 1, wherein the buoyancy body elements arranged in the further level have a higher pneumatic internal pressure than the buoyancy body elements arranged in the first level.

9. The wind turbine according to claim 1, wherein the convex surfaces of the buoyancy body elements together form a circle when viewed in cross section through the buoyancy body elements.

10. The wind turbine according to claim 1, wherein the convex surfaces of the buoyancy body elements together have a streamlined cross-sectional shape, in particular an ellipse, a lens or a teardrop shape, when viewed in cross section through the buoyancy body elements.

11. The wind turbine according to claim 10, wherein the ratio of length to width of the streamlined cross-sectional shape is 2:1.

12. The wind turbine according to claim 1, wherein the axial length and the maximum diameter of the buoyancy body elements correspond to the outer dimensions of an ISO container.

13. The wind turbine according to claim 1, wherein the buoyancy body elements have a diameter of 2.5 m and a length of 12 m.

14. The wind turbine according to claim 1, wherein the central element has a polygonal cross section.

15. The wind turbine according to claim 1, wherein the buoyancy body elements are hollow bodies made of plastics material, in particular glass-fiber reinforced plastics material.

16. The wind turbine according to claim 1, further comprising a plurality of clamps, each clamp fastening the buoyancy body elements to the central element.

17. The wind turbine according to claim 16, wherein the buoyancy body elements have, on their convex surface, at least one recess which extends transversely to their longitudinal axes and is intended for receiving at least one clamp.

Description

[0024] In the following, the invention shall be described in more detail using a particularly preferably designed embodiment shown in the accompanying drawings, in which:

[0025] FIG. 1 is a perspective view of a first embodiment of a floating wind turbine according to the invention comprising buoyancy bodies that are elliptical when viewed in cross section;

[0026] FIG. 2 is a perspective view of a second embodiment of a floating wind turbine according to the invention comprising buoyancy bodies that are circular when viewed in cross section;

[0027] FIG. 3 is a detailed exploded view of the wind turbine from FIG. 1;

[0028] FIG. 4 shows a detail of an elliptical buoyancy body in a perspective view (A), a side view (B) and in plan view (C);

[0029] FIG. 5 shows a detail of a wind turbine formed by circular buoyancy bodies in a perspective view (A), a side view (B) and in plan view (C);

[0030] FIG. 6 shows perspective detailed views (A, B) of a particularly preferably designed central element for a circular design of a buoyancy body; and

[0031] FIG. 7 is a detailed exploded view of the buoyancy body shown in FIG. 5.

[0032] FIG. 1 shows a perspective view of a first embodiment of a floating wind turbine according to the invention comprising buoyancy bodies that are elliptical when viewed in cross section. The floating wind turbine 10 has the Y-shaped floating foundation 20 known in this type of turbine and having three buoyancy bodies 30 which are attached to the free ends of the arms 22, 24, 26 that form the foundation 20. The buoyancy bodies 30 are elliptical in cross section and also serve to guy the tower 40 of the wind turbine 10 by means of appropriately provided cables 50, the tower having two energy conversion units.

[0033] An alternative design to the wind turbine 10 shown in FIG. 1 is shown in FIG. 2, which is a perspective view of a second embodiment of a floating wind turbine 10′ according to the invention comprising buoyancy bodies 30 that are circular when viewed in cross section. This floating wind turbine 10′ also has a Y-shaped floating foundation 20 having three buoyancy bodies 30′ which are fastened to the free ends of the arms 22, 24, 26 that form the foundation 20. In contrast to the turbine 10′ shown in FIG. 1, the buoyancy bodies 30 are circular in cross section, but are also used to guy the tower 40 of the wind turbine 10′ by means of correspondingly provided cables 50.

[0034] The resulting differences in the structure of the buoyancy bodies between the two embodiments implementing the invention can be found in the following drawings, which each show details of the turbines.

[0035] Thus, FIG. 3 shows a detailed exploded view of the wind turbine from FIG. 1, in which some of the components of the wind turbine 10 shown in FIG. 1 have been omitted for a better overall view. FIG. 3 thus shows only a portion of the foundation 20, which is connected to a central element 28 extending out of the plane of the foundation 20, around which central element a plurality of buoyancy body elements 32, 34 is arranged, forming the buoyancy body 30.

[0036] In the example shown, the buoyancy body 30 is formed from a plurality of buoyancy body elements 32, 34 in the form of hollow bodies, which buoyancy body elements are arranged next to one another in two levels concentrically around the central element 28 that extends from the floating foundation 20. The buoyancy body elements 32, 34 are detachably connected to the central element 28 such that, for example, if a buoyancy body element 32, 34 is damaged, simple replacement can take place.

[0037] Each buoyancy body element 32, 34 has a surface supported on the central element 28, a convex surface arranged opposite the central element 28, and two side surfaces each supported on a side surface of an adjacent buoyancy body element 32, 34. The convex surfaces of the buoyancy body elements 32, 34 together form an ellipse when viewed in cross section through the buoyancy body elements 32, 34, such that the buoyancy body 30 as a whole has an elliptical shape in cross section. The outer wall forming the convex surface has a greater wall thickness than the walls forming the side surfaces. In particular, the outer wall forming the convex surface has a greater wall thickness than the walls forming the side surfaces, or a sandwich shell, and is thus able to counteract the hydrostatic water pressure acting exclusively from the outside on the floating body 30, while having a relatively lightweight construction.

[0038] In addition, the further level of buoyancy body elements 34 arranged below the first level have thicker walls than the buoyancy body elements 32 arranged in the first level, and can also have a higher pneumatic internal pressure than the buoyancy body elements 32 arranged in the first level. These measures take into account the higher pressure conditions that prevail in greater water depths and that act on the buoyancy body elements 34.

[0039] This advantageous design is also clear in FIG. 4, which shows a detail of a wind turbine designed having elliptical buoyancy bodies in a perspective view (A), a side view (B) and in plan view (C). Although the floating body 30 consists of a plurality of individual components, namely the buoyancy body elements 32, 34 arranged in two levels, the floating body 30 has a surface that is closed to the outside. The hydrostatic pressure forces acting from the outside on the floating body 30 are diverted into the central element 28 via the side walls of the buoyancy body elements 32, 34. The central element 28 also has the connections for the guy cables 50 of the tower 40, such that the central element 28, as a load-transferring component, transfers, to the foundation 20, the hydrostatic and dynamic loads acting on the floating bodies 30 as well as the aerodynamic thrust loads acting on the drivetrain.

[0040] The buoyancy body elements 32, 34 are designed such that they correspond approximately to the dimensions of an ISO container and have a length of approximately 12 m and a diameter or edge length of approximately 2.50 m. This design makes it easily possible to transport the buoyancy body elements 32, 34 over land and if necessary water, without special precautions having to be taken for this purpose.

[0041] The alternative design of the wind turbine 10′ with circular buoyancy bodies is shown in FIG. 5 in a perspective view (A), a side view (B) and in plan view (C). Here, too, a central element 28′ connected to the foundation 20 of a floating wind turbine 10′ is provided, around which central element a plurality of buoyancy body elements 32′, 34′ is arranged which forms the buoyancy body 30′, said buoyancy body elements also being organized in two levels around the central element 28′.

[0042] Due to the circular-sector-shaped design of the buoyancy body elements 32′, 34′ the buoyancy bodies 30′ of this embodiment have a circular cross section, the buoyancy body elements 32′, 34′ being held together by a plurality of clamps 60 that encircle the buoyancy body elements 32′, 34′, and being fastened to the central element 28′.

[0043] In this case, too, each buoyancy body element 32′, 34′ has a surface supported on the central element 28′, a convex surface arranged opposite the central element 28′, and two side surfaces each supported on a side surface of an adjacent buoyancy body element 32′, 34′. The convex surfaces of the buoyancy body elements 32′, 34′ together form a circle when viewed in cross section through the buoyancy body elements 32, 34, such that the buoyancy body 30′ as a whole has a circular cross section, it also being possible for a boat landing BL to be provided. The outer wall forming the convex surface has a greater wall thickness than the walls forming the side surfaces and is thus able to counteract the hydrostatic pressure acting exclusively from the outside on the floating body 30′, while having a relatively lightweight design.

[0044] In addition, the walls of the further level of buoyancy body elements 34′ arranged below the first level are thicker than those of the buoyancy body elements 32′ arranged in the first level, and said further level of buoyancy body elements can also have a higher pneumatic internal pressure than the buoyancy body elements 32′ arranged in the first level. These measures take into account the higher pressure ratios that prevail in greater water depths and that act on the buoyancy body elements 34′.

[0045] The buoyancy body elements 32′, 34′ are also designed such that they correspond approximately to the dimensions of an ISO container and have a length of approximately 12 m and a diameter of 2.50 m. This design makes it easily possible to transport the buoyancy body elements 32′, 34′ over land and if necessary water, without special precautions having to be taken for this purpose.

[0046] The arrangement of the buoyancy body elements 32′, 34′ shown in FIG. 5 can take place particularly simply if the central element 28′ is designed as shown in FIG. 6 in perspective detailed views (A, B). In particular, ten concentrically arranged buoyancy element are provided on the central element 28′, which buoyancy elements hold and fasten in a predetermined position by means of corresponding positioning and fastening aids 70 on the central element 28′. Said aid can be a recess 72 provided on the central element 28′, a radially extending wall 74 and/or a perforated plate 76, the holes of which are complementary to the outer contour of the buoyancy body elements 32′, 34′ and can receive the buoyancy body elements 32′, 34′.

[0047] This particular design makes it possible in particular to leave a free space in the upper level of buoyancy body elements 32′ close to the water surface, in which free space a boat landing BL is inserted.

[0048] Finally, FIG. 7 shows a detailed exploded view of the buoyancy body 30′ shown in FIG. 5, including the clamps 60 required for fastening the buoyancy body elements 32′, 34′ to the central element 28′.