Soft-soft foundation for offshore structures

Patent metadata

Field	Value
Publication number	US-11286636-B2
Application number	US-202016851499-A
Country	US
Kind code	B2
Filing date	Apr 17, 2020
Priority date	Oct 19, 2017
Publication date	Mar 29, 2022
Grant date	Mar 29, 2022

Abstract

A foundation for an offshore structure is disclosed. The foundation includes a tower having an anchoring portion anchored in the seabed and a connecting portion arranged at the opposite end. The foundation also includes a power generation system arranged above the water surface connected to the connecting portion of the tower. A natural frequency of the offshore structure lies below an excitation component one times the rotational frequency 1P of at least one exciting component. The foundation also includes at least one restoring element connected to the tower via one or more transition pieces. The restoring element is designed such that, in a skewed position of the tower, tensile and/or compressive forces can be transferred to the tower by means of the restoring element such that the tower can be straightened up.

First claim

The invention claimed is:

1. A foundation for an offshore structure, comprising:
a tower, which has an anchoring portion that can be anchored in the seabed and a connecting portion arranged at the opposite end,
a power generation system that can be arranged above the water surface being able to be connected to the connecting portion of the tower; and
at least one restoring element, the at least one restoring element being able to be connected to the tower directly or indirectly via one or more transition pieces,
wherein a natural frequency of the offshore structure lies below an excitation component one times the rotational frequency 1P of at least one exciting component,
wherein the natural frequency of the offshore structure lies below a frequency of 0.15 Hz, in particular below a frequency of 0.10 Hz, and
wherein the at least one restoring element is designed in such a way that, in the case of a skewed position of the tower, in which the direction of longitudinal extending axis of the tower extends outside of a vertically extending axis, tensile and/or compressive forces can be transferred to the tower by means of the at least one restoring element such that the tower can be straightened up.

2. The foundation according to claim 1 , wherein the anchoring portion of the tower that can be anchored in the seabed, engages in the seabed, wherein in the skewed position of the tower the anchoring portion of the tower engaging in the seabed can be moved in the seabed.

3. The foundation according to claim 2 , wherein the skewed position of the tower relative to the sea bed, which occurs in a limit state of the load-bearing capacity of the foundation, is greater than 0.10°, in particular greater than 0.20° and in particular greater than 0.5°, and the skewed position after a cyclic loading is greater than 0.05°.

4. The foundation according to claim 1 , wherein an upper portion of the tower is movable relative to the anchoring portion of the tower, wherein in the case of a skewed position of the tower, the anchoring portion in the seabed remains substantially in its position.

5. The foundation according to claim 1 , wherein the anchoring portion of the tower is essentially hollow cylindrical.

6. The foundation according to claim 4 , wherein the upper portion of the tower is movably mounted at least partially within and in a receiving area of the anchoring portion of the tower, wherein in particular the anchoring portion of the tower in the receiving area is filled with a filling material.

7. The foundation according to claim 4 , wherein the upper portion of the tower extends conically from the tower within the receiving area of the anchoring portion.

8. The foundation according to claim 4 , wherein the receiving area of the anchoring portion of the tower has at least one spring and/or damping element, so that when the upper portion of the tower moves relative to the anchoring portion of the tower, the upper portion of the tower can be sprung and/or damped.

9. The foundation according to claim 1 , wherein the at least one restoring element comprises at least one buoyancy body or is designed as at least one buoyancy body, wherein in particular the at least one buoyancy body has a substantially conical or curved geometry.

10. The foundation according to claim 9 , wherein the at least one buoyancy body is arranged below the water surface and at least partly surrounding the tower in a horizontal plane.

11. The foundation according to claim 1 , wherein the at least one restoring element comprises one or more anchors, the one or more anchors being connectable to the seabed and being connected to the tower in each case by means of a flexible connection, which, when the tower is in a skewed position, generate a restoring tensile and/or compressive force in the opposite direction to the skewed position by tightening the flexible connection.

12. The foundation according to claim 1 , wherein the at least one restoring element comprises one or more stabilizing arrangements or is designed as one or more stabilizing arrangements, preferably the one or more stabilizing arrangements being extendable from the tower, or preferably being integrated gyro stabilizers.

13. The foundation according to claim 1 , wherein the center of gravity of the offshore structure is designed in such a way that fractions of a ground dead weight and ground friction forces of the seabed to be overcome are below the center of gravity of a liquid displaced by the foundation.

14. An offshore structure comprising a foundation according to claim 1 .

Assignees

• Bartminn Daniel
• Zipfel Bernadette
• Innogy Se

Inventors

• Bartminn Daniel
• Zipfel Bernadette

Classifications

• Y02E10/727

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• Y02E10/72

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• F03D13/20

  Arrangements for mounting or supporting wind motors; Masts or towers for wind motors · CPC title

• F03D13/22

  Foundations specially adapted for wind motors · CPC title

• E02D27/42 Primary

  Foundations for poles, masts or chimneys {(sockets or holders for poles or masts per se E04H12/22)} · CPC title