Gravity foundation for the installation of offshore wind turbines
A gravity-based foundation for the installation of offshore wind turbines, manufactured in a floating dock for towing to the final destination thereof, where it is anchored and finally completely submerged below sea level, comprising a concrete floating caisson, in the shape of a prism, with a hexalobular base, divided into several cells by at least one partition with a significantly circular cross section, concentric with a central cell, determining inner vertical cells interconnected with each other and with the exterior, which is closed at the top by a cover or covers that are removed once the foundation is anchored before being filled with a ballast material.
1. A gravity-based foundation for installation of offshore wind turbines, manufactured in or on a floating dock for towing to a final location thereof, where the gravity-based foundation is anchored and finally completely submerged below sea level, the gravity-based foundation comprising:
a base located at a bottom surface of said gravity-based foundation;
a closing cover or covers for closing or sealing a top surface of said gravity-based foundation;
a floating concrete caisson, in the shape of a straight prism, closed at said base, provided with vertical inner cells interconnected with each other and with an exterior, equipped with emptying and filling devices; and provided with at least one concrete node in at least one of the cells of the caisson; and
a circular central cell being provided as an area of connection to a shaft or structure that joins the caisson to the superstructure, to which in turn the wind turbine is fastened,
wherein said caisson has a lobular cross section in a circular arrangement to provide a plurality of lobes, wherein each of said plurality of lobes has a trapezoidal configuration, with an inner side and a curved-convex outer side, while the inner side is a portion of a partition that defines the circular central cell, each of said plurality of lobes being divided into several cells by at least one partition with a circular cross section, concentric with the circular central cell; the closing cover or covers having a configuration equivalent to the caisson or to each of said plurality of lobes and a support on said caisson that enables the removal of the closing cover or covers once the foundation is anchored, before being filled with a ballast material,
wherein the base of the caisson has a polygonal floor plan, thicker than walls of the caisson, and protruding slightly from the bottom of the caisson, acting as a counterweight with the aim of lowering the center of gravity, which allows the caisson to be stabilized in flotation, during the transfer thereof or in anchoring operations,
where each lobe of said plurality of lobes is closed and sealed on the bottom surface of said gravity-based foundation by the base, and
wherein each lobe of said plurality of lobes is only open at the top of said gravity-based foundation.
2. The foundation according to claim 1 , wherein the closing cover or covers do not cover the circular central cell in which the mast is fastened, particularly when a node has been formed in said cell for the fastening of the shaft.
3. The foundation according to claim 1 , wherein the closing cover or covers do not cover the circular central cell in which the mast is fastened, particularly when a node has been formed in said cell for the fastening of the shaft.
4. The foundation according to claim 1 , wherein a radius of curvature of each of the plurality of lobes into which the floor plan is divided is smaller than a radius of the body of the foundation.
5. The foundation according to claim 1 , wherein a radius of curvature of each of the plurality of lobes into which the floor plan is divided is smaller than a radius of the body of the foundation.
6. The foundation according to claim 2 , wherein a radius of curvature of each of the plurality of lobes into which the floor plan is divided is smaller than a radius of the body of the foundation.
7. The foundation according to claim 3 , wherein a radius of curvature of each of the plurality of lobes into which the floor plan is divided is smaller than a radius of the body of the foundation.
8. The foundation according to claim 1 , wherein the number of said plurality of lobes is comprised between 5 and 8.
9. The foundation according to claim 1 , wherein the number of said plurality of lobes is comprised between 5 and 8.
10. The foundation according to claim 2 , wherein the number of said plurality of lobes is comprised between 5 and 8.
11. The foundation according to claim 3 , wherein the number of said plurality of lobes is comprised between 5 and 8.
12. The foundation according to claim 4 , wherein the number of said plurality of lobes is comprised between 5 and 8.
13. The foundation according to claim 5 , wherein the number of said plurality of lobes is comprised between 5 and 8.
14. The foundation according to claim 6 , wherein the number of said plurality of lobes is comprised between 5 and 8.
15. The foundation according to claim 7 , wherein the number of said plurality of lobes is comprised between 5 and 8.
16. The foundation according to claim 1 , wherein the caisson has a hexalobular floor plan.
17. The foundation according to claim 1 , wherein the caisson has a hexalobular floor plan.
18. The foundation according to claim 2 , wherein the caisson has a hexalobular floor plan.
19. The foundation according to claim 15 , wherein the caisson has a hexalobular floor plan.
20. The foundation according to claim 1 , wherein
said at least one concrete node is located in the centermost cell of said at least one of the cells of the caisson,
said at least one concrete node extends from at least the top of said gravity-based foundation towards said bottom surface of said gravity-based foundation, and
said at least one concrete node does not extend more than half the distance between the top of said gravity-based foundation to said bottom surface of said gravity-based foundation.