Floating foundation for wind turbines and method for manufacturing a floating foundation for wind turbines
A method for manufacturing a floating foundation for a wind turbine, wherein the floating foundation comprises load carrying structures and a plurality of air pontoons attached to the load carrying structures, is disclosed. The method includes cutting one or more fiber-reinforced composite structures, such as wind turbine blades, into a plurality of smaller pieces comprising fiber-reinforced composite, molding the air pontoons from the smaller pieces, and attaching the air pontoons to the load carrying structures.
1 . A method for manufacturing a floating foundation for a wind turbine, the floating foundation comprising load carrying structures and a plurality of air pontoons attached to the load carrying structures, wherein each air pontoon is attached to a base portion of the load carrying structures, wherein the method comprises:
a) cutting one or more fiber-reinforced composite structures into a plurality of smaller pieces comprising fiber-reinforced composite material;
b) molding the air pontoons from the smaller pieces; and
c) attaching the air pontoons to the load carrying structures,
wherein the step of molding the air pontoons from the smaller pieces comprises:
filling a quantity of smaller pieces and resin into a mold;
closing the mold;
opening the mold; and
removing the molded air pontoon from the mold,
wherein mechanical properties of the smaller pieces are determined prior to molding the air pontoon and wall thicknesses of the air pontoon are selected such that a mechanical strength of the air pontoon is equal to or above a predefined selected level.
2 . The method according to claim 1 , further comprising adding additional fibers into the mold in order to increase the mechanical strength of the air pontoon.
3 . The method according to claim 1 , further comprising manufacturing the floating foundation as a plurality of modular components, wherein the modular components are configured to be attached to each other by mechanical structures.
4 . A floating foundation for a wind turbine, the floating foundation comprising load carrying structures and a plurality of air pontoons attached to the load carrying structures, wherein the air pontoons are made from recycled one or more fiber-reinforced composite structures, wherein the floating foundation is manufactured in a manner, in which
a) one or more fiber-reinforced composite structures are cut into a plurality of smaller pieces comprising fiber-reinforced composite material;
b) the air pontoons are molded from the smaller pieces; and
c) the air pontoons are attached to the load carrying structures,
wherein mechanical properties of the smaller pieces are determined prior to molding the air pontoon and wall thicknesses of the air pontoon are selected such that a mechanical strength of the air pontoon is equal to or above a predefined selected level.
5 . The floating foundation according to claim 4 , wherein each air pontoon comprises a plurality of air pontoon segments that are attached to each other.
6 . The floating foundation according to claim 5 , wherein the air pontoons are hermetically sealed.
7 . The floating foundation according to claim 5 , wherein each air pontoon comprises an attachment portion that is arranged and configured to be brought into engagement with a corresponding attachment member arranged at a base portion.
8 . The floating foundation according to claim 7 , wherein the base portion is made of reinforced and pre-tensioned concrete.
9 . The floating foundation according to claim 8 , wherein the base portion comprises several base portion segments that are configured to be mechanically attached to each other by fastening structures that are integrated in the base portion, wherein the floating foundation is configured to be arranged in:
a) a first disassembled configuration, in which the base portion segments of the base portion and the air pontoons have not been attached to each other; and
b) a second assembled configuration, in which the base portion segments of the base portion and the air pontoons have been attached to each other to form an assembled floating foundation.
10 . The floating foundation according to claim 7 , wherein the base portion comprises several base portion segments that are configured to be mechanically attached to each other by fastening structures that are integrated in the base portion, wherein the floating foundation is configured to be arranged in:
a) a first disassembled configuration, in which the base portion segments of the base portion and the air pontoons have not been attached to each other; and
b) a second assembled configuration, in which the base portion segments of the base portion and the air pontoons have been attached to each other to form an assembled floating foundation.
11 . The floating foundation according to claim 4 , wherein the air pontoons are air-filled.
12 . The floating foundation according to claim 11 , wherein the air pontoons are hermetically sealed.
13 . The floating foundation according to claim 4 , wherein the air pontoons are hermetically sealed.
14 . The floating foundation according to claim 13 , wherein each air pontoon comprises an attachment portion that is arranged and configured to be brought into engagement with a corresponding attachment member arranged at a base portion.
15 . The floating foundation according to claim 14 , wherein the base portion is made of reinforced and pre-tensioned concrete.
16 . The floating foundation according to claim 14 , wherein the base portion comprises several base portion segments that are configured to be mechanically attached to each other by fastening structures that are integrated in the base portion, wherein the floating foundation is configured to be arranged in:
a) a first disassembled configuration, in which the base portion segments of the base portion and the air pontoons have not been attached to each other; and
b) a second assembled configuration, in which the base portion segments of the base portion and the air pontoons have been attached to each other to form an assembled floating foundation.
17 . The floating foundation according to claim 4 , wherein each air pontoon comprises an attachment portion that is arranged and configured to be brought into engagement with a corresponding attachment member arranged at a base portion.
18 . The floating foundation according to claim 17 , wherein the base portion is made of reinforced and pre-tensioned concrete.
19 . The floating foundation according to claim 18 , wherein the base portion comprises several base portion segments that are configured to be mechanically attached to each other by fastening structures that are integrated in the base portion,
wherein the floating foundation is configured to be arranged in:
a) a first disassembled configuration, in which the base portion segments of the base portion and the air pontoons have not been attached to each other; and
b) a second assembled configuration, in which the base portion segments of the base portion and the air pontoons have been attached to each other to form an assembled floating foundation.
20 . The floating foundation according to claim 17 , wherein the base portion comprises several base portion segments that are configured to be mechanically attached to each other by fastening structures that are integrated in the base portion,
wherein the floating foundation is configured to be arranged in:
a) a first disassembled configuration, in which the base portion segments of the base portion and the air pontoons have not been attached to each other; and
b) a second assembled configuration, in which the base portion segments of the base portion and the air pontoons have been attached to each other to form an assembled floating foundation.