US20230303219A1 - Fillable Anchor - Google Patents
Fillable Anchor Download PDFInfo
- 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
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/24—Anchors
- B63B21/26—Anchors securing to bed
- B63B21/29—Anchors securing to bed by weight, e.g. flukeless weight anchors
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/20—Adaptations of chains, ropes, hawsers, or the like, or of parts thereof
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/20—Adaptations of chains, ropes, hawsers, or the like, or of parts thereof
- B63B2021/203—Mooring 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.
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
- 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.
- 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.
- 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 ofFIG. 1 . - 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 asanchor 10, comprises, generally, a hollow form which may comprise a framework, for example of metal, covered by planar material such as sheet metal. Whileanchor 10 may take various shapes,FIGS. 1 and 2 show possible shapes.Anchor 10 comprises abase 12 and a plurality, namely three or more,planar sides 14.Sides 14 are connected tobase 12 and to one another, forming an enclosed, hollow structure. Preferably,anchor 10 comprises foursides 14, forming (when viewed from a side, as inFIG. 1 ) a generally truncated pyramidal shape with rectangular orsquare base 12, withsides 14 tapering up to an upper end, which may form aflat 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 acavity 18 therein. Openings may be provided in one or more of thesides 14.Base 12 ofanchor 10 may comprise a relativelysharp edge 13 toease anchor 10 digging into a seafloor when pulled. A skirt orextension 40 may be provided around at least part of the edge ofbase 12 to provide increased holding force. - An
attachment point 60 may be provided onflat surface 16, preferably substantially centered thereon, for attachment of a deployment line. It is understood thatattachment point 60 may also be used to attach a mooring line. - One or more of
sides 14 may compriseopenings 20, to permit water entry into/flow out ofcavity 18. One or moremooring lines 30, as shown inFIG. 1 , may be connected toanchor 10.Mooring lines 30 may be connected at the central top, as inFIG. 1 ; or alternatively (or in addition) on one or more sides, also shown inFIG. 1 . In particular,attachment points 66 may be provided atopenings 20. Referring toFIG. 1 , one possible arrangement forattachment points 66 comprises aplate 64 positioned over anopening 20, preferably on the inside ofanchor 10, and bolted or otherwise fixed in place. A ring element, for example a padeye, provides anattachment point 66 for amooring line 30. -
FIG. 1 is a side view of one embodiment ofanchor 10. Whileanchor 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 toFIG. 1 , with dimension A being the width ofbase 12 ofanchor 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 ofanchor 10 frombase 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 ofbase 12; it is understood that only a portion of anexemplary skirt 40 is shown, asskirt 40 would typically extend around the entirety of the perimeter of base 12) may be provided around the edges of thebase 12 ofanchor 10, to enhance holding force. -
Cavity 18 may be filled with suitable weight material, preferably afteranchor 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 viamooring line 30 or via one or more installation lines, for example attached toattachment 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 ofcavity 18. It is understood that inlet/outlet members may be positioned in any desired location onanchor 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 intocavity 18. A hose (not shown) is connected to one of inlet/outlet inlet members 50 to pump the mud intocavity 18, while another of inlet/outlet members 50 forms a discharge opening to permit seawater withincavity 18 to be displaced by the weighted liquid. It is understood that the positions of inlet/outlets 50, as shown inFIG. 1 , are by way of example only, and may be in other positions onanchor 10. Inlet/outlets 50 may be provided withpressure regulating elements 52, shown in schematical form, to control flow into and out ofcavity 18. - Stiffening
members 200 may be provided, preferably on the outer surface ofsides 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 fillcavity 18 ofanchor 10. -
Mooring lines 30 may be attached at any location onanchor 10, to yield the desired mooring force and direction of pull. - 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 formplanar sides 14. It is understood that other high strength non-metallic materials could be used if desired. In some embodiments,sides 14 andbase 12 may be joined to formanchor 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. - 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)
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)
| 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)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1560725A (en) * | 1976-04-21 | 1980-02-06 | Secretary Industry Brit | Anchoring devices |
-
2021
- 2021-08-11 EP EP21856620.6A patent/EP4196391A4/en active Pending
- 2021-08-11 WO PCT/US2021/045491 patent/WO2022035930A1/en not_active Ceased
- 2021-08-11 US US18/019,411 patent/US20230303219A1/en active Pending
Patent Citations (10)
| 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 |
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