IP Library Granted Patent US 11,346,071
Granted Patent B2
US 11,346,071 · App. 15/504,998 · Granted May 31, 2022

Method of and system for installing foundation elements in an underwater ground formation

Inventors: Cornelis Belder (Oudewater, NL); Erwin Vincent Van Liere (Breda, NL)
Assignee: IHC HOLLAND IE B.V.
E02D13/04E02D7/02E02D7/06E02D13/00E02D13/005E02D27/42E02D27/52E02D27/525E02D27/425
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Quick Facts
Patent No.
US 11,346,071
App. No.
15/504,998
Granted
May 31, 2022
Kind
B2
Abstract

A method of installing foundation elements, in particular (mono)piles having a diameter of five meters or more, in an underwater ground formation includes lowering a leader from a surface vessel with at least the tip of the leader into the water, and lowering a foundation element and/or a noise mitigation screen along the leader.

Claims (23)

1. A method of installing foundation elements in an underwater ground formation comprising:

lowering a stiff elongated leader directly adjustably mounted to a surface vessel such that the elongated leader extends from the surface vessel with at least a tip of the elongated leader into water, and at least a portion of the elongated leader extending above the water, the elongated leader lowered with restrained linear motion,

joining at least one of a foundation element and a noise mitigation screen to the elongated leader, wherein joining the at least one of the foundation element and the noise mitigation screen to the elongated leader comprises joining to the elongated leader with an upper portion of the at least one of the foundation element and the noise mitigation screen above the water, and

after joining the at least one of the foundation element and the noise mitigation screen to the elongated leader, lowering the at least one of the foundation element and the noise mitigation screen in the water toward the underwater ground formation by displacing the at least one of the foundation element and the noise mitigation screen with respect to the elongated leader while being movably joined to the elongated leader.

2. The method according to claim 1 , wherein the elongated leader is lowered at least 5 meters.

3. The method according to claim 1 , wherein the elongated leader comprises a plurality of sections, a first section is lowered into the water and a second section is placed on top of and secured to the first section.

4. The method according to claim 1 , wherein the elongated leader is lowered onto or into the underwater ground formation.

5. The method according to claim 1 , wherein the elongated leader is temporarily fixed relative to the underwater ground formation.

6. The method according to claim 1 , wherein first the elongated leader, or the elongated leader and one or more elements attached to the elongated leader, is/are allowed to penetrate the underwater ground formation under a weight of the elongated leader and the at least one of the foundation element and the noise mitigation screen mounted to the elongated leader and the at least one of the foundation element and the noise mitigation screen is/are subsequently lowered with respect to the elongated leader.

7. The method according to claim 1 , wherein at least one of a position, an inclination and a rotation of the elongated leader relative to the vessel are adjusted.

8. The method according to claim 1 , wherein at least one of a position, an inclination and a rotation of the at least one of the foundation element and the noise mitigation screen mounted to the elongated leader are adjusted.

9. The method according to claim 1 , wherein the elongated leader is temporarily fixed relative to the underwater ground formation via penetration of the elongated leader and any elements attached to the elongated leader.

10. The method according to claim 1 , and further comprising joining at least one of the foundation element and the noise mitigation screen to the elongated leader, wherein joining the at least one of the foundation element and the noise mitigation screen to the elongated leader comprises joining to the portion of the elongated leader above the water, and wherein lowering comprises lowering the at least one of the foundation element and the noise mitigation screen to the leader from above the water to below a surface of the water.

11. A system for installing foundation elements in an underwater ground formation, comprising a surface vessel, a foundation element, a noise mitigation screen, and a stiff elongated leader, at least one of the foundation element and the noise mitigation screen being mounted to the leader with an upper portion of the at least one of the foundation element and the noise mitigation screen being above a surface of water, the leader being directly adjustably mounted to the vessel and arranged to be lowered with restrained linear motion from the vessel such that the leader extends from the surface vessel with at least a tip of the leader into water and at least a portion of the leader extending above the water, and, in that lowered position, the leader is configured to lower the at least one of the foundation element and the noise mitigation screen by displacing the at least one of the foundation element and the noise mitigation screen with respect to the leader, while being movably joined to the leader.

12. The system according to claim 11 , wherein the leader is arranged to be lowered from the surface vessel to at least 5 meters.

13. The system according to claim 11 , wherein the leader comprises one or more elements to fix the leader relative to the underwater ground formation.

14. The system according to claim 11 , wherein the leader is slidably mounted in a guide carried by the vessel.

15. The system according to claim 11 , wherein the leader comprises a plurality of stacked or stackable sections.

16. The system according to claim 11 , wherein the leader comprises an open structure.

17. The system according to claim 16 wherein the open structure comprises at least three parallel elongated elements interconnected at regular intervals by further elements.

18. The system according to claim 14 wherein the guide is configured to adjust at least one of a position, an inclination and a rotation of the leader relative to the vessel.

19. The system according to claim 11 , wherein the leader is arranged to be lowered from the surface vessel to at least 10 meters below a waterline.

20. The system according to claim 11 , wherein the leader is arranged to be lowered from the surface vessel onto or into the underwater ground formation.

Assignments (3)
NUNC PRO TUNC ASSIGNMENT Recorded Mar 9, 2023
From: IHC HOLLAND IE B.V.
To: IHC IQIP HOLDING B.V.
Reel/Frame 062936/0871 →
CHANGE OF NAME Recorded Mar 9, 2023
From: IHC IQIP HOLDING B.V.
To: IQIP HOLDING B.V.
Reel/Frame 063024/0990 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Oct 4, 2017
From: BELDER, CORNELIS; VAN LIERE, ERWIN VINCENT
To: IHC HOLLAND IE B.V.
Reel/Frame 043780/0241 →
Priority Claims (1)
NL N2013349 · Aug 21, 2014 · national
Continuity (1)
Related Publication 20170275845A1 · Sep 28, 2017