[go: up one dir, main page]

US20230303219A1 - Fillable Anchor - Google Patents

Fillable Anchor Download PDF

Info

Publication number
US20230303219A1
US20230303219A1 US18/019,411 US202118019411A US2023303219A1 US 20230303219 A1 US20230303219 A1 US 20230303219A1 US 202118019411 A US202118019411 A US 202118019411A US 2023303219 A1 US2023303219 A1 US 2023303219A1
Authority
US
United States
Prior art keywords
cavity
anchor
sides
base
attachment points
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
US18/019,411
Inventor
Erick Knezek
Matthew Marcy
William Newton Seelig
Fred Arnold
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
OCEANETICS
OCEANETICS Inc
Original Assignee
OCEANETICS
OCEANETICS Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by OCEANETICS, OCEANETICS Inc filed Critical OCEANETICS
Priority to US18/019,411 priority Critical patent/US20230303219A1/en
Assigned to OCEANETICS, INC. reassignment OCEANETICS, INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: MARCY, MATTHEW
Assigned to OCEANETICS, INC. reassignment OCEANETICS, INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: ARNOLD, FRED
Assigned to OCEANETICS reassignment OCEANETICS ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: KNEZEK, Erick
Assigned to OCEANETICS, INC. reassignment OCEANETICS, INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: SEELIG, William Newton
Publication of US20230303219A1 publication Critical patent/US20230303219A1/en
Pending legal-status Critical Current

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24Anchors
    • B63B21/26Anchors securing to bed
    • B63B21/29Anchors securing to bed by weight, e.g. flukeless weight anchors
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/20Adaptations of chains, ropes, hawsers, or the like, or of parts thereof
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/20Adaptations of chains, ropes, hawsers, or the like, or of parts thereof
    • B63B2021/203Mooring cables or ropes, hawsers, or the like; Adaptations thereof

Definitions

  • Anchors are used to moor floating vessels to a water bottom, such as the seafloor.
  • a number of different types of anchors have been developed, from simple versions which rely mostly on their weight to provide the mooring force, to other anchors that embed into the seafloor in response to mooring line pull. Embedment provides additional mooring force.
  • the fillable anchor embodying the principles of the present invention in a preferred embodiment, comprises a framework covered with sheet or planar material, for example sheet metal, forming a cavity within.
  • the framework may also be of metal.
  • the anchor may be placed on the seafloor, then the cavity filled with a desired amount of flowable weighted material to create a suitably weighted anchor.
  • Various types of flowable weighted material may be used to fill the cavity.
  • FIG. 1 is a side view of one embodiment of the fillable anchor of the present invention.
  • FIG. 2 is a perspective view of the fillable anchor of FIG. 1 .
  • anchor 10 comprises, generally, a hollow form which may comprise a framework, for example of metal, covered by planar material such as sheet metal. While anchor 10 may take various shapes, FIGS. 1 and 2 show possible shapes.
  • Anchor 10 comprises a base 12 and a plurality, namely three or more, planar sides 14 . Sides 14 are connected to base 12 and to one another, forming an enclosed, hollow structure.
  • anchor 10 comprises four sides 14 , forming (when viewed from a side, as in FIG. 1 ) a generally truncated pyramidal shape with rectangular or square base 12 , with sides 14 tapering up to an upper end, which may form a flat surface 16 .
  • Flat surface 16 has a side length denoted as B in the figures.
  • anchor 10 is hollow, and comprises a cavity 18 therein. Openings may be provided in one or more of the sides 14 .
  • Base 12 of anchor 10 may comprise a relatively sharp edge 13 to ease anchor 10 digging into a seafloor when pulled.
  • a skirt or extension 40 may be provided around at least part of the edge of base 12 to provide increased holding force.
  • An attachment point 60 may be provided on flat surface 16 , preferably substantially centered thereon, for attachment of a deployment line. It is understood that attachment point 60 may also be used to attach a mooring line.
  • One or more of sides 14 may comprise openings 20 , to permit water entry into/flow out of cavity 18 .
  • One or more mooring lines 30 may be connected to anchor 10 .
  • Mooring lines 30 may be connected at the central top, as in FIG. 1 ; or alternatively (or in addition) on one or more sides, also shown in FIG. 1 .
  • attachment points 66 may be provided at openings 20 .
  • one possible arrangement for attachment points 66 comprises a plate 64 positioned over an opening 20 , preferably on the inside of anchor 10 , and bolted or otherwise fixed in place.
  • a ring element for example a padeye, provides an attachment point 66 for a mooring line 30 .
  • FIG. 1 is a side view of one embodiment of anchor 10 . While anchor 10 may be made any desired size, and in a variety of shapes, the following proportional dimensions are believed to yield an efficient design: referring to FIG. 1 , with dimension A being the width of base 12 of anchor 10 , dimension B (the side length of flat surface 16 ) being approximately 20% to 30% of dimension A, for example 26% of dimension A; and dimension C (being the height of anchor 10 from base 12 to flat surface 16 ) being approximately 30% to 40% of dimension A, for example 38% of dimension A. It is understood that these relative dimensions can be adjusted to suit particular settings.
  • a skirt 40 (shown as a dotted line in FIG. 1 , extending beyond the edges of base 12 ; it is understood that only a portion of an exemplary skirt 40 is shown, as skirt 40 would typically extend around the entirety of the perimeter of base 12 ) may be provided around the edges of the base 12 of anchor 10 , to enhance holding force.
  • Cavity 18 may be filled with suitable weight material, preferably after anchor 10 is in place on the seafloor.
  • Anchor 10 in its unfilled configuration, is relatively light and can be easily handled at the surface.
  • Anchor 10 may be lowered to the seafloor via mooring line 30 or via one or more installation lines, for example attached to attachment point 60 .
  • two or more inlet/outlet members 50 are provided, which provide a passage for fluid (including but not limited to flowable weighted materials, and water, for example seawater) to flow into and/or out of cavity 18 . It is understood that inlet/outlet members may be positioned in any desired location on anchor 10 .
  • anchor 10 is filled with a flowable weighted material, which may be a heavy liquid, for example a heavy “mud” similar to that used in the oil and gas drilling industry, which typically (but not exclusively) use barite as the weighting material.
  • a flowable weighted material typically a mixture of a water base fluid, barite, and gelling material
  • such liquid weighting material typically a mixture of a water base fluid, barite, and gelling material
  • a hose (not shown) is connected to one of inlet/outlet inlet members 50 to pump the mud into cavity 18 , while another of inlet/outlet members 50 forms a discharge opening to permit seawater within cavity 18 to be displaced by the weighted liquid.
  • inlet/outlets 50 as shown in FIG. 1 , are by way of example only, and may be in other positions on anchor 10 .
  • Inlet/outlets 50 may be provided with pressure regulating elements 52 , shown in schematical form, to control flow into and out of cavity 18 .
  • Stiffening members 200 may be provided, preferably on the outer surface of sides 14 .
  • any form of heavy, pumpable liquid or slurry may be placed inside cavity 18 , including the barite-based fluid previously mentioned, or slurries containing other weighting materials such as hematite.
  • other flowable weighted materials could be used, such as slurries containing solids of suitable size/density.
  • heavy brines (with densities exceeding seawater, for example in the 16 pound per gallon to 18+ pound per gallon) range could be used to fill cavity 18 of anchor 10 .
  • Mooring lines 30 may be attached at any location on anchor 10 , to yield the desired mooring force and direction of pull.
  • exemplary materials include steel or other metals to form a framework if desired, with sheet metal or similar material to form planar sides 14 . It is understood that other high strength non-metallic materials could be used if desired.
  • sides 14 and base 12 may be joined to form anchor 10 without an additional framework. Methods of fabrication known in the relevant art could be used, including but not limited to welding, bolting, riveting, or other suitable methods.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A tillable anchor has a number of planar sides, typically four, attached to a base and to one another, forming an enclosed structure with a cavity therein. Attachment points for a deployment line and for mooring lines are provided. After the empty anchor is deployed to the seafloor or other water bottom, an inlet and an outlet permit placement of a flowable weight material into the cavity. The anchor may have an extended skirt around the base to enhance holding capability.

Description

    CROSS REFERENCE TO RELATED APPLICATIONS
  • This non-provisional patent application claims priority to U.S. provisional patent application Ser. 63/064,433, filed Aug. 12, 2020, for all purposes. The disclosure of that provisional patent application is incorporated herein by reference, to the extent not inconsistent with this disclosure.
  • BACKGROUND—FIELD OF THE INVENTION
  • Anchors are used to moor floating vessels to a water bottom, such as the seafloor. A number of different types of anchors have been developed, from simple versions which rely mostly on their weight to provide the mooring force, to other anchors that embed into the seafloor in response to mooring line pull. Embedment provides additional mooring force.
  • Although increased anchor weight generally provides increased mooring force, as is well known the increased weight gives rise to issues in handling the anchor on the surface.
  • SUMMARY OF THE INVENTION
  • The fillable anchor embodying the principles of the present invention, in a preferred embodiment, comprises a framework covered with sheet or planar material, for example sheet metal, forming a cavity within. The framework may also be of metal. The anchor may be placed on the seafloor, then the cavity filled with a desired amount of flowable weighted material to create a suitably weighted anchor. Various types of flowable weighted material may be used to fill the cavity.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 is a side view of one embodiment of the fillable anchor of the present invention.
  • FIG. 2 is a perspective view of the fillable anchor of FIG. 1 .
  • DESCRIPTION OF THE PRESENTLY PREFERRED EMBODIMENT(S)
  • While various anchors can embody the principles of the present invention, with reference to the drawings some of the presently preferred embodiments can be described.
  • With reference to FIGS. 1 and 2 , fillable anchor, referred to at times as anchor 10, comprises, generally, a hollow form which may comprise a framework, for example of metal, covered by planar material such as sheet metal. While anchor 10 may take various shapes, FIGS. 1 and 2 show possible shapes. Anchor 10 comprises a base 12 and a plurality, namely three or more, planar sides 14. Sides 14 are connected to base 12 and to one another, forming an enclosed, hollow structure. Preferably, anchor 10 comprises four sides 14, forming (when viewed from a side, as in FIG. 1 ) a generally truncated pyramidal shape with rectangular or square base 12, with sides 14 tapering up to an upper end, which may form a flat surface 16. Flat surface 16 has a side length denoted as B in the figures.
  • It is understood that anchor 10 is hollow, and comprises a cavity 18 therein. Openings may be provided in one or more of the sides 14. Base 12 of anchor 10 may comprise a relatively sharp edge 13 to ease anchor 10 digging into a seafloor when pulled. A skirt or extension 40 may be provided around at least part of the edge of base 12 to provide increased holding force.
  • An attachment point 60 may be provided on flat surface 16, preferably substantially centered thereon, for attachment of a deployment line. It is understood that attachment point 60 may also be used to attach a mooring line.
  • One or more of sides 14 may comprise openings 20, to permit water entry into/flow out of cavity 18. One or more mooring lines 30, as shown in FIG. 1 , may be connected to anchor 10. Mooring lines 30 may be connected at the central top, as in FIG. 1 ; or alternatively (or in addition) on one or more sides, also shown in FIG. 1 . In particular, attachment points 66 may be provided at openings 20. Referring to FIG. 1 , one possible arrangement for attachment points 66 comprises a plate 64 positioned over an opening 20, preferably on the inside of anchor 10, and bolted or otherwise fixed in place. A ring element, for example a padeye, provides an attachment point 66 for a mooring line 30.
  • FIG. 1 is a side view of one embodiment of anchor 10. While anchor 10 may be made any desired size, and in a variety of shapes, the following proportional dimensions are believed to yield an efficient design: referring to FIG. 1 , with dimension A being the width of base 12 of anchor 10, dimension B (the side length of flat surface 16) being approximately 20% to 30% of dimension A, for example 26% of dimension A; and dimension C (being the height of anchor 10 from base 12 to flat surface 16) being approximately 30% to 40% of dimension A, for example 38% of dimension A. It is understood that these relative dimensions can be adjusted to suit particular settings.
  • As noted above, a skirt 40 (shown as a dotted line in FIG. 1 , extending beyond the edges of base 12; it is understood that only a portion of an exemplary skirt 40 is shown, as skirt 40 would typically extend around the entirety of the perimeter of base 12) may be provided around the edges of the base 12 of anchor 10, to enhance holding force.
  • Cavity 18 may be filled with suitable weight material, preferably after anchor 10 is in place on the seafloor. Anchor 10, in its unfilled configuration, is relatively light and can be easily handled at the surface. Anchor 10 may be lowered to the seafloor via mooring line 30 or via one or more installation lines, for example attached to attachment point 60. Preferably, two or more inlet/outlet members 50 are provided, which provide a passage for fluid (including but not limited to flowable weighted materials, and water, for example seawater) to flow into and/or out of cavity 18. It is understood that inlet/outlet members may be positioned in any desired location on anchor 10.
  • In a presently preferred embodiment, once in place on the seafloor, anchor 10 is filled with a flowable weighted material, which may be a heavy liquid, for example a heavy “mud” similar to that used in the oil and gas drilling industry, which typically (but not exclusively) use barite as the weighting material. Using such flowable weighted material as an example, such liquid weighting material (typically a mixture of a water base fluid, barite, and gelling material) may be pumped down to anchor 10 and into cavity 18. A hose (not shown) is connected to one of inlet/outlet inlet members 50 to pump the mud into cavity 18, while another of inlet/outlet members 50 forms a discharge opening to permit seawater within cavity 18 to be displaced by the weighted liquid. It is understood that the positions of inlet/outlets 50, as shown in FIG. 1 , are by way of example only, and may be in other positions on anchor 10. Inlet/outlets 50 may be provided with pressure regulating elements 52, shown in schematical form, to control flow into and out of cavity 18.
  • Stiffening members 200 may be provided, preferably on the outer surface of sides 14.
  • It is understood that any form of heavy, pumpable liquid or slurry may be placed inside cavity 18, including the barite-based fluid previously mentioned, or slurries containing other weighting materials such as hematite. In addition, other flowable weighted materials could be used, such as slurries containing solids of suitable size/density. In certain applications, heavy brines (with densities exceeding seawater, for example in the 16 pound per gallon to 18+ pound per gallon) range could be used to fill cavity 18 of anchor 10.
  • Mooring lines 30 may be attached at any location on anchor 10, to yield the desired mooring force and direction of pull.
  • Materials and Fabrication
  • While various materials could be used to fabricate anchor 10, exemplary materials include steel or other metals to form a framework if desired, with sheet metal or similar material to form planar sides 14. It is understood that other high strength non-metallic materials could be used if desired. In some embodiments, sides 14 and base 12 may be joined to form anchor 10 without an additional framework. Methods of fabrication known in the relevant art could be used, including but not limited to welding, bolting, riveting, or other suitable methods.
  • CONCLUSION
  • While the preceding description contains many specificities, it is to be understood that same are presented only to describe some of the presently preferred embodiments of the invention, and not by way of limitation. Changes can be made to various aspects of the invention, without departing from the scope thereof.
  • Therefore, the scope of the invention is to be determined not by the illustrative examples set forth above, but by the appended claims and their legal equivalents.

Claims (17)

We claim:
1. An apparatus, comprising:
a base;
three or more planar sides connected to the base and to one another, forming an enclosed pyramidal shaped structure having a cavity therein, said structure when viewed from a side comprising a height and a width;
an inlet for placement of a flowable material having a density greater than sea water into said cavity;
an outlet adapted to permit water within said cavity to flow out of said cavity, in response to placement of said flowable material within said cavity;
one or more attachment points for a deployment line; and
one or more attachment points for a mooring line.
2. The apparatus of claim 1, wherein said height is between about 30% and 40% of said width.
3. The apparatus of claim 1, wherein said inlet further comprises a pressure regulating element.
4. The apparatus of claim 1, wherein said outlet comprises a pressure regulating element.
5. The apparatus of claim 1, wherein said inlet and said outlet further comprise pressure regulating elements.
6. The apparatus of claim 1, wherein one or more of said sides comprise openings therein, and wherein said one or more attachment points for a mooring line comprise plates fastened over at least one of said openings, and ring elements attached to said plates.
7. The apparatus of claim 1, wherein said three or more sides comprise four sides, upper ends of said four sides terminating in a flat surface forming a truncated pyramidal shape, at least one of said attachment points positioned substantially centrally on said flat surface.
8. The apparatus of claim 7, wherein said flat surface comprises a side length, and wherein said side length is between about 20% and 30% of said width.
9. The apparatus of claim 1, wherein one or more of said sides comprises a skirt section extending beyond said base.
10. An anchor, comprising:
a base;
four planar sides connected to the base and to one another, forming an enclosed pyramidal shaped structure having a cavity therein, said structure when viewed from a side comprising a height and a width;
an inlet for placement of a flowable material having a density greater than sea water into said cavity;
an outlet adapted to permit water within said cavity to flow out of said cavity, in response to placement of said flowable material within said cavity;
one or more attachment points for a deployment line; and
one or more attachment points for a mooring line.
11. The anchor of claim 10, wherein said height is between about 30% and 40% of said width.
12. The anchor of claim 11, wherein said four sides terminate in a flat upper surface, forming a truncated pyramid shape when viewed from a side.
13. The anchor of claim 12, wherein said flat upper surface has a side length between about 20% and 30% of said width.
14. The anchor of claim 13, wherein an attachment point is positioned on said flat upper surface.
15. The apparatus of claim 14, wherein at least one of said inlet and said outlet further comprise pressure regulating elements.
16. The apparatus of claim 14, wherein one or more of said sides comprise openings therein, and wherein said one or more attachment points for a mooring line comprise plates fastened over at least one of said one or more openings, and ring elements attached to said one or more plates.
17. The apparatus of claim 16, wherein one or more of said sides comprises a skirt section extending beyond said base.
US18/019,411 2020-08-12 2021-08-11 Fillable Anchor Pending US20230303219A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US18/019,411 US20230303219A1 (en) 2020-08-12 2021-08-11 Fillable Anchor

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US202063064433P 2020-08-12 2020-08-12
PCT/US2021/045491 WO2022035930A1 (en) 2020-08-12 2021-08-11 Fillable anchor
US18/019,411 US20230303219A1 (en) 2020-08-12 2021-08-11 Fillable Anchor

Publications (1)

Publication Number Publication Date
US20230303219A1 true US20230303219A1 (en) 2023-09-28

Family

ID=80247331

Family Applications (1)

Application Number Title Priority Date Filing Date
US18/019,411 Pending US20230303219A1 (en) 2020-08-12 2021-08-11 Fillable Anchor

Country Status (3)

Country Link
US (1) US20230303219A1 (en)
EP (1) EP4196391A4 (en)
WO (1) WO2022035930A1 (en)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3066636A (en) * 1960-02-02 1962-12-04 Wayne D Churchman Anchor
US3431879A (en) * 1967-08-11 1969-03-11 Gulf Oil Corp Method and apparatus for offshore anchoring
US4092944A (en) * 1975-05-29 1978-06-06 Verenigde Bedrijven Bredero N.V. Underwater anchor for the mooring of floating structures as well as a method for the placing of such an anchor
US4296706A (en) * 1978-07-13 1981-10-27 The British Petroleum Company Limited Anchor
US4602588A (en) * 1984-09-14 1986-07-29 Maclean John A Anchor
US7121223B1 (en) * 2004-11-03 2006-10-17 Whitener Leonard P Anchor
US20090304453A1 (en) * 2007-11-08 2009-12-10 Stewart Hardison Mooring habitat structure
US20110253024A1 (en) * 2009-11-25 2011-10-20 John Offord Anchor and methods
US20110283929A1 (en) * 2009-08-06 2011-11-24 Stewart Hardison Mooring structure with habitat features for marine animals
US20210362809A1 (en) * 2020-05-19 2021-11-25 Peter L. Levy Variable weight boat anchor

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1560725A (en) * 1976-04-21 1980-02-06 Secretary Industry Brit Anchoring devices

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3066636A (en) * 1960-02-02 1962-12-04 Wayne D Churchman Anchor
US3431879A (en) * 1967-08-11 1969-03-11 Gulf Oil Corp Method and apparatus for offshore anchoring
US4092944A (en) * 1975-05-29 1978-06-06 Verenigde Bedrijven Bredero N.V. Underwater anchor for the mooring of floating structures as well as a method for the placing of such an anchor
US4296706A (en) * 1978-07-13 1981-10-27 The British Petroleum Company Limited Anchor
US4602588A (en) * 1984-09-14 1986-07-29 Maclean John A Anchor
US7121223B1 (en) * 2004-11-03 2006-10-17 Whitener Leonard P Anchor
US20090304453A1 (en) * 2007-11-08 2009-12-10 Stewart Hardison Mooring habitat structure
US20110283929A1 (en) * 2009-08-06 2011-11-24 Stewart Hardison Mooring structure with habitat features for marine animals
US20110253024A1 (en) * 2009-11-25 2011-10-20 John Offord Anchor and methods
US20210362809A1 (en) * 2020-05-19 2021-11-25 Peter L. Levy Variable weight boat anchor

Also Published As

Publication number Publication date
WO2022035930A1 (en) 2022-02-17
EP4196391A1 (en) 2023-06-21
EP4196391A4 (en) 2024-10-02

Similar Documents

Publication Publication Date Title
US3431879A (en) Method and apparatus for offshore anchoring
AU2007205290B2 (en) Mooring system
KR20200060766A (en) Float support structures for offshore wind turbines and methods for installing wind turbines with such support structures
US3611734A (en) Foundation anchor for floating marine platform
US20230303219A1 (en) Fillable Anchor
US7140319B2 (en) Pile anchor with external vanes
KR102733245B1 (en) Method for mooring of marine structure, and method for replacing mooring cable of marine structure
JP2015500929A (en) Base for power plants based on flow, in particular for wind or tidal power plants
JP7141649B1 (en) Scouring suppression body and scour suppression method
US12345012B2 (en) Weak soil anchor device to anchor one or several structures and method to arrange an anchor in weak soil
US4290381A (en) Floating marina
US20090145854A1 (en) Installation method for a preventative booming for oil containment boom with a spiral configuration
US4092944A (en) Underwater anchor for the mooring of floating structures as well as a method for the placing of such an anchor
US4383493A (en) Anchor
US20130074758A1 (en) Anchoring apparatus for wave energy converters
CN215977250U (en) Underwater anti-skid anchor block
KR20250032133A (en) Suction pile anchor having initial penetration meams
JP3754985B2 (en) Caisson installation method at sea
GB2222190A (en) Installing large, heavy structures on the sea bottom
GB2436241A (en) Pile anchor with angled external vanes
US20110094429A1 (en) Vertically varying nautical mooring device
CN113431038A (en) Underwater anti-skid anchor block
US5884576A (en) Mooring arrangement
US5926998A (en) Buoyancy device
CN100384691C (en) mooring system

Legal Events

Date Code Title Description
AS Assignment

Owner name: OCEANETICS, INC., MARYLAND

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:MARCY, MATTHEW;REEL/FRAME:064141/0243

Effective date: 20230405

Owner name: OCEANETICS, MARYLAND

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:KNEZEK, ERICK;REEL/FRAME:064141/0113

Effective date: 20230204

Owner name: OCEANETICS, INC., MARYLAND

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:ARNOLD, FRED;REEL/FRAME:064141/0150

Effective date: 20230210

Owner name: OCEANETICS, INC., MARYLAND

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:SEELIG, WILLIAM NEWTON;REEL/FRAME:064141/0073

Effective date: 20230203

STPP Information on status: patent application and granting procedure in general

Free format text: DOCKETED NEW CASE - READY FOR EXAMINATION

STPP Information on status: patent application and granting procedure in general

Free format text: NON FINAL ACTION MAILED