Multi-suction-pile anchor and flat plate anchor having suction piles
US-2015275461-A1 · Oct 1, 2015 · US
US10961680B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10961680-B2 |
| Application number | US-201716084935-A |
| Country | US |
| Kind code | B2 |
| Filing date | Mar 9, 2017 |
| Priority date | Mar 14, 2016 |
| Publication date | Mar 30, 2021 |
| Grant date | Mar 30, 2021 |
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A bearing surface of a subsea foundation has a low-resistance coating such as an aerogel, an aero-clay or a polymeric film. When the foundation is installed, the bearing surface is embedded in the seabed soil using the low-resistance coating to reduce resistance movement of the bearing surface relative to the seabed soil. The coating may then dissolve or fragment away from the bearing surface or transform into a higher-resistance state while remaining on the bearing surface. These mechanisms degrade a resistance-reducing property of the coating to increase resistance to movement of the embedded bearing surface relative to the seabed soil. Suction may be applied to the foundation before or after the resistance-reducing property of the coating has substantially degraded.
Opening claim text (preview).
The invention claimed is: 1. A subsea foundation arranged for installation in seabed soil, the foundation having: a bearing surface arranged to be embedded into the seabed soil on installation; and a low-resistance coating that at least partially covers the bearing surface, which coating has a resistance-reducing property to reduce resistance to movement of the bearing surface relative to the seabed soil; wherein the low-resistance coating is an aerogel or an aerogel-clay and is composed or arranged to promote degradation of the resistance-reducing property of the low-resistance coating during or after installation. 2. The foundation of claim 1 , wherein the resistance-reducing property is self-degradable. 3. The foundation of claim 1 , wherein degradation of the resistance-reducing property may be initiated, caused or promoted by at least one of the following factors: contact with seawater; contact with the seabed soil; or an increase in hydrostatic pressure. 4. The foundation of claim 1 , wherein the low-resistance coating is composed or arranged to delay degradation of the resistance-reducing property of the low-resistance coating before degradation of the resistance-reducing property is promoted. 5. The foundation of claim 1 , wherein the low-resistance coating has a hydrophobic property. 6. The foundation of claim 5 , wherein the hydrophobic property is conferred by a hydrophobic coating or a hydrophobic outer layer of the low-resistance coating. 7. The foundation of claim 1 , wherein the low-resistance coating is biodegradable. 8. The foundation of claim 1 , wherein the aerogel of the low-resistance coating is bentonite-based. 9. The foundation of claim 1 , wherein the bearing surface is on a tubular skirt of the foundation. 10. The foundation of claim 9 , wherein only a radially outer side of the skirt is coated with the low-resistance coating. 11. The foundation of claim 9 , wherein the low-resistance coating covers between 25% and 75% of at least one side of the skirt. 12. The foundation of claim 1 , wherein the low-resistance coating is composed of or arranged to promote degradation of the resistance-reducing property of the low-resistance coating by dissolving or fragmenting away from the bearing surface. 13. The foundation of claim 1 , wherein the low-resistance coating smoothes a bearing surface that is shaped or textured to engage the seabed soil. 14. The foundation of claim 1 , wherein the low-resistance coating is composed or arranged to promote degradation of the resistance-reducing property of the low-resistance coating by transforming into a higher-resistance state that increases resistance to movement of the bearing surface relative to the seabed soil. 15. The foundation of claim 1 , wherein the low-resistance coating is composed or arranged such that the resistance-reducing property of the low-resistance coating is substantially disabled within one month after first immersion of the foundation in seawater. 16. A method of installing a subsea foundation in seabed soil, the method comprising: lowering the foundation with a low-resistance coating comprising an aerogel or an aero-clay at least partially covering a bearing surface of the foundation; embedding the bearing surface of the foundation in the seabed soil using a resistance-reducing property of the low-resistance coating to reduce resistance to movement of the bearing surface relative to the seabed soil; and increasing resistance to movement of the embedded bearing surface relative to the seabed soil by promoting degradation of the resistance-reducing property of the low-resistance coating. 17. The method of claim 16 , comprising embedding the bearing surface in the seabed soil by self-weight of the foundation. 18. The method of claim 16 , comprising embedding the bearing surface in the seabed soil by applying suction to a suction chamber within the foundation. 19. The method of claim 18 , comprising applying suction after substantial degradation of the resistance-reducing property of the low-resistance coating. 20. The method of claim 16 , comprising initiating, causing or promoting degradation of the resistance-reducing property of the low-resistance coating by at least one of the following events: contact with seawater; contact with the seabed soil; or an increase in hydrostatic pressure. 21. The method of claim 16 , comprising initially delaying degradation of the resistance-reducing property of the low-resistance coating after the foundation is immersed in seawater. 22. The method of claim 16 , comprising degrading the resistance-reducing property by dissolving or fragmenting the low-resistance coating away from the bearing surface. 23. The method of claim 22 , comprising dissolving or fragmenting the low-resistance coating to expose a bearing surface that is shaped or textured to engage the seabed soil. 24. The method of claim 16 , comprising degrading the resistance-reducing property by transforming the low-resistance coating into a higher-resistance state that increases resistance to movement of the bearing surface relative to the seabed soil. 25. The method of claim 16 , comprising substantially disabling the resistance-reducing property of the low-resistance coating within one month after first immersion of the foundation in seawater.
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Foundations for poles, masts or chimneys {(sockets or holders for poles or masts per se E04H12/22)} · CPC title
using elements penetrating the underwater ground (sinking work pieces E02D15/08, sinking caissons E02D23/02) · CPC title
Placing by pressure or pulling power · CPC title
Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds (for both placing and removing E02D11/00; {accessories for coupling driver to piles or the like E02D13/10; for trees or other plants A01G17/16; placing posts E04H17/26}) · CPC title
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