Foundation device for a wind turbine tower and assembly method
A foundation device for a wind turbine tower includes a hollow main body with a lower face and an upper face. Both the lower face and the upper face contain a hollow space. Each of the faces include an outer perimeter and an inner perimeter. The main body additionally includes an outer lateral wall disposed between the outer perimeter of the lower face and the outer perimeter of the upper face, and an inner lateral wall between the inner perimeter of the lower face and the inner perimeter of the upper face. The device further includes a plurality of columns that project from the upper face of the main body.
1. A foundation device for a wind turbine tower, the device being configured to be supported on the seabed, comprising:
a hollow main body comprising:
a lower face intended for being supported on the seabed;
an upper face opposite the lower face, wherein the lower face is defined by a surface contained between a first outer perimeter and a first inner perimeter and the upper face is defined by a surface contained between a second outer perimeter and a second inner perimeter;
an outer lateral wall arranged between the first outer perimeter of the lower face and the second outer perimeter of the upper face; and
an inner lateral wall between the first inner perimeter of the lower face and the second inner perimeter of the upper face;
a plurality of columns that project from the upper face of the main body;
the device being characterized in that one of the columns is an anchoring column and presents an anchoring surface configured for receiving the installation of a wind turbine tower, and in that the device further comprises
a reinforcement ring attached to the anchoring column,
a plurality of first plates anchored in the reinforcement ring;
a plurality of second plates adapted to be fixed to a reinforcement ring of a wind turbine tower; and
a plurality of lifting elements, each of which is configured to exert pressure between one of the first plates and one of the second plates.
2. The device according to claim 1 , further comprising a floor slab positioned on the lower face, the floor slab being a polygonal surface without inner spaces.
3. The device according to claim 2 , wherein the distance between the upper face and the lower face is at least four times greater than the height of the floor slab, where the height of the floor slab is measured in the direction parallel to the distance between the upper face and the lower face.
4. The device according to claim 1 , wherein at least one of the columns is hollow.
5. The device according to claim 4 , wherein the inside of at least one of the columns is in communication with the inside of the main body.
6. The device according to claim 1 , wherein at least one portion of one of the lifting elements is embedded on a second plate.
7. The device according to claim 1 , further comprising a reversible pump to selectively fill or empty the inside of the main body.
8. The device according to claim 1 , wherein both the upper face and the lower face have an annular polygon shape, wherein both the inner perimeter and the outer perimeter are polygons with the same number of sides.
9. The device according to claim 1 , wherein the main body is made of concrete.
10. A method of installing a wind turbine tower, comprising the steps of
providing a foundation device according to claim 1 ;
providing a wind turbine tower;
positioning the assembly formed by the foundation device and the wind turbine tower at an offshore installation site; and
filling the hollow main body with a fluid, such that the sinking of the assembly formed by the foundation device and the wind turbine tower takes place.
11. A method of installing a wind turbine tower, comprising the steps of
providing a foundation device according to claim 1 ;
providing a wind turbine tower;
attaching the wind turbine tower to the installation column of the foundation device at an offshore installation site; and
filling the hollow main body with a fluid, such that the sinking of the assembly formed by the foundation device and the wind turbine tower takes place.
12. The method according to claim 11 , further comprising the steps of
applying pressure between a first plate and a second plate with a lifting device to vary the inclination of the wind turbine tower with respect to the anchoring column, creating a levelling gap between the anchoring surface and the wind turbine tower; and
introducing a securing element in the levelling gap.