CA2784107A1 - Mooring disconnect arrangement - Google Patents
Mooring disconnect arrangement Download PDFInfo
- Publication number
- CA2784107A1 CA2784107A1 CA2784107A CA2784107A CA2784107A1 CA 2784107 A1 CA2784107 A1 CA 2784107A1 CA 2784107 A CA2784107 A CA 2784107A CA 2784107 A CA2784107 A CA 2784107A CA 2784107 A1 CA2784107 A1 CA 2784107A1
- Authority
- CA
- Canada
- Prior art keywords
- mooring
- offshore structure
- floating offshore
- buoy
- floating
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 20
- 238000000926 separation method Methods 0.000 claims abstract description 13
- 230000000295 complement effect Effects 0.000 claims abstract description 7
- 238000005553 drilling Methods 0.000 claims abstract description 7
- 230000000452 restraining effect Effects 0.000 claims abstract description 7
- 238000004519 manufacturing process Methods 0.000 claims abstract description 5
- 238000013459 approach Methods 0.000 description 6
- 230000007613 environmental effect Effects 0.000 description 6
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 4
- 230000003993 interaction Effects 0.000 description 2
- 239000003345 natural gas Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
-
- 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
-
- 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
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B22/00—Buoys
- B63B22/02—Buoys specially adapted for mooring a vessel
-
- 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
- B63B2021/003—Mooring or anchoring equipment, not otherwise provided for
- B63B2021/004—Quick release elements in mooring connections
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B22/00—Buoys
- B63B22/02—Buoys specially adapted for mooring a vessel
- B63B2022/028—Buoys specially adapted for mooring a vessel submerged, e.g. fitting into ship-borne counterpart with or without rotatable turret, or being releasably connected to moored vessel
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B35/4413—Floating drilling platforms, e.g. carrying water-oil separating devices
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Earth Drilling (AREA)
- Revetment (AREA)
- Bridges Or Land Bridges (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
A mooring disconnect arrangement for a floating offshore structure and a mooring buoy. At least one high pressure water jet is positioned to direct water between the floating offshore structure and the mooring buoy. The floating offshore structure and mooring buoy are also provided with specially shaped complementary surfaces to assist in disconnection and separation. One or more mechanical restraining devices may be used to retain the floating offshore structure and mooring buoy connected together during normal drilling or production operations.
Description
MOORING DISCONNECT ARRANGEMENT
[0001] This application claims priority based on United States Patent Application 13/194,065 entitled "MOORING DISCONNECT ARRANGEMENT" filed July 29, 2011, which is herein incorporated by reference.
Field and Background of Invention [00021 The invention is generally related to the disconnection of moored floating offshore structures from mooring buoys while under environmental loads.
[0003] In the offshore industry of drilling for and producing oil and natural gas, bottom founded and floating moored structures are used. There are times when floating structures that are moored in place must be released from their moorings and moved due to high environmental forces such as sea ice or storms such as hurricanes.
[0004] When it becomes necessary to disconnect a floating structure due to the eminent danger of high environmental forces it is preferable that the mooring arrangements remain intact for reattachment at a later time.
(0005] Current existing and proposed arrangements for disconnecting a floating structure from their mooring arrangements are based on two basic approaches.
[0006] One approach is to disconnect each mooring line individually. This can result in the individual lines becoming entangled. The mooring arrangement must then be recovered and reinstalled line-by-line. The risks associated with this approach are 1) recoil of the mooring lines when released under tension striking and causing damage to the floating structure and 2) being very time consuming to recover each line and reconnect individually. This approach is especially not practical in ice covered waters.
(0007] A second approach is the use of a buoy that supports a mooring spread and keeps all lines attached to the disconnected buoy for subsequent reconnection as a group. This approach is typically based on a conical shaped buoy arrangement that drops away from the floating structure and facilitates all of the mooring lines remaining connected to the disconnected buoy. This keeps the lines together in a group, as compared to individual line disconnect, but the height of the buoy being released is constrained by the beam dimension of the floating vessel being released. This can result in a longer time duration for the buoy to clear the disconnected floating structure.
[0008] The objectives of mooring systems that may be disconnected for this purpose are a quick release and quickly increasing the distance between the mooring and the floating offshore structure.
[0009] In general, the risks or problems that occur with these disconnectable arrangements are 1) binding between the disconnectable mooring buoy and floating structure when the mechanism is expected to release and 2) contact interaction between the disconnectable mooring buoy and floating structure that results in damage to one or both structures after the mooring system is released.
[0010] Binding may occur because the surfaces that are supposed to separate have been in contact for a number of years prior to the first disconnect attempt. The two bodies can be forced apart by mechanical devices, but these devices must be released as soon as separation occurs to prevent damage to the releasing device. Another major risk is that, due to the two bodies moving independently after release, but still in the same proximity, they can collide causing damage to one or both structures.
[0011] When the release mechanism is based on a conical buoy supporting the moorings, lower profiles of the buoy facilitate a quicker release and clearance growth.
The load from the floating structure is transferred to the mooring arrangement through the contact area between the floating structure and the buoy. For a given design load, this area will be the same for any buoy shape. This area can be developed by making the disconnectable buoy high with a relatively small diameter (Fig. 1 A) or by making the height low with a larger diameter (Fig. 1 B). Assuming the same rate of vertical separation, the buoy with the lower profile will separate more quickly than the higher buoy, thus reducing the risk of interaction after separation.
[0012] Therefore, it can be seen there is a need for an improved means of releasing a floating offshore structure from its mooring while under environmental loads.
Summary of Invention [0013] The present invention addresses the above need and is drawn to a mooring disconnect arrangement for a floating offshore structure and a disconnectable mooring buoy. At least one high pressure water jet is positioned to direct water between the floating offshore structure and the mooring buoy. The floating offshore structure and mooring buoy are also provided with specially shaped complementary surfaces to assist in disconnection and separation. One or more mechanical restraining devices may be
[0001] This application claims priority based on United States Patent Application 13/194,065 entitled "MOORING DISCONNECT ARRANGEMENT" filed July 29, 2011, which is herein incorporated by reference.
Field and Background of Invention [00021 The invention is generally related to the disconnection of moored floating offshore structures from mooring buoys while under environmental loads.
[0003] In the offshore industry of drilling for and producing oil and natural gas, bottom founded and floating moored structures are used. There are times when floating structures that are moored in place must be released from their moorings and moved due to high environmental forces such as sea ice or storms such as hurricanes.
[0004] When it becomes necessary to disconnect a floating structure due to the eminent danger of high environmental forces it is preferable that the mooring arrangements remain intact for reattachment at a later time.
(0005] Current existing and proposed arrangements for disconnecting a floating structure from their mooring arrangements are based on two basic approaches.
[0006] One approach is to disconnect each mooring line individually. This can result in the individual lines becoming entangled. The mooring arrangement must then be recovered and reinstalled line-by-line. The risks associated with this approach are 1) recoil of the mooring lines when released under tension striking and causing damage to the floating structure and 2) being very time consuming to recover each line and reconnect individually. This approach is especially not practical in ice covered waters.
(0007] A second approach is the use of a buoy that supports a mooring spread and keeps all lines attached to the disconnected buoy for subsequent reconnection as a group. This approach is typically based on a conical shaped buoy arrangement that drops away from the floating structure and facilitates all of the mooring lines remaining connected to the disconnected buoy. This keeps the lines together in a group, as compared to individual line disconnect, but the height of the buoy being released is constrained by the beam dimension of the floating vessel being released. This can result in a longer time duration for the buoy to clear the disconnected floating structure.
[0008] The objectives of mooring systems that may be disconnected for this purpose are a quick release and quickly increasing the distance between the mooring and the floating offshore structure.
[0009] In general, the risks or problems that occur with these disconnectable arrangements are 1) binding between the disconnectable mooring buoy and floating structure when the mechanism is expected to release and 2) contact interaction between the disconnectable mooring buoy and floating structure that results in damage to one or both structures after the mooring system is released.
[0010] Binding may occur because the surfaces that are supposed to separate have been in contact for a number of years prior to the first disconnect attempt. The two bodies can be forced apart by mechanical devices, but these devices must be released as soon as separation occurs to prevent damage to the releasing device. Another major risk is that, due to the two bodies moving independently after release, but still in the same proximity, they can collide causing damage to one or both structures.
[0011] When the release mechanism is based on a conical buoy supporting the moorings, lower profiles of the buoy facilitate a quicker release and clearance growth.
The load from the floating structure is transferred to the mooring arrangement through the contact area between the floating structure and the buoy. For a given design load, this area will be the same for any buoy shape. This area can be developed by making the disconnectable buoy high with a relatively small diameter (Fig. 1 A) or by making the height low with a larger diameter (Fig. 1 B). Assuming the same rate of vertical separation, the buoy with the lower profile will separate more quickly than the higher buoy, thus reducing the risk of interaction after separation.
[0012] Therefore, it can be seen there is a need for an improved means of releasing a floating offshore structure from its mooring while under environmental loads.
Summary of Invention [0013] The present invention addresses the above need and is drawn to a mooring disconnect arrangement for a floating offshore structure and a disconnectable mooring buoy. At least one high pressure water jet is positioned to direct water between the floating offshore structure and the mooring buoy. The floating offshore structure and mooring buoy are also provided with specially shaped complementary surfaces to assist in disconnection and separation. One or more mechanical restraining devices may be
-2-used to retain the floating offshore structure and mooring buoy connected together during normal drilling or production operations.
[00141 The various features of novelty which characterize the invention are pointed out with particularity in the claims annexed to and forming part of this disclosure. For a better understanding of the present invention, and the operating advantages attained by its use, reference is made to the accompanying drawings and descriptive matter, forming a part of this disclosure, in which a preferred embodiment of the invention is illustrated.
Brief Description of the Drawings [0015] In the accompanying drawings, forming a part of this specification, and in which reference numerals shown in the drawings designate like or corresponding parts throughout the same:
[00161 FIG. IA illustrates a prior art high profile release buoy.
[00171 FIG. 1 B illustrates a prior art low profile release buoy.
(0018] FIG. 2 - 5 schematically illustrate the invention and the separation of the floating structure from the mooring.
Description of the Preferred Embodiments [0019] As seen in Fig. 2, the mooring disconnect arrangement 10 comprises the use of high pressure water jets 12 in conjunction with specially shaped interface surfaces 14 on the floating offshore structure 16 and the mooring buoy 18.
(0020] It should be understood that only the lower portion of the floating offshore structure 16 is shown which is normally well below the surface of the water.
Thus, the water surface is not shown in relation to the invention and it is to be understood that the connection and disconnection sequences happen below the water surface.
[00211 The water jets 12 are preferably provided on the hull of the floating offshore structure 16. The water capacity and pressure, number of water jets 12, and spacing between the water jets 12 is determined by the size of the floating offshore structure 16 and mooring buoy 18.
[0022] During normal offshore operations of drilling for or producing oil and natural gas, mechanical connection or restraining devices 20 are used to restrain the
[00141 The various features of novelty which characterize the invention are pointed out with particularity in the claims annexed to and forming part of this disclosure. For a better understanding of the present invention, and the operating advantages attained by its use, reference is made to the accompanying drawings and descriptive matter, forming a part of this disclosure, in which a preferred embodiment of the invention is illustrated.
Brief Description of the Drawings [0015] In the accompanying drawings, forming a part of this specification, and in which reference numerals shown in the drawings designate like or corresponding parts throughout the same:
[00161 FIG. IA illustrates a prior art high profile release buoy.
[00171 FIG. 1 B illustrates a prior art low profile release buoy.
(0018] FIG. 2 - 5 schematically illustrate the invention and the separation of the floating structure from the mooring.
Description of the Preferred Embodiments [0019] As seen in Fig. 2, the mooring disconnect arrangement 10 comprises the use of high pressure water jets 12 in conjunction with specially shaped interface surfaces 14 on the floating offshore structure 16 and the mooring buoy 18.
(0020] It should be understood that only the lower portion of the floating offshore structure 16 is shown which is normally well below the surface of the water.
Thus, the water surface is not shown in relation to the invention and it is to be understood that the connection and disconnection sequences happen below the water surface.
[00211 The water jets 12 are preferably provided on the hull of the floating offshore structure 16. The water capacity and pressure, number of water jets 12, and spacing between the water jets 12 is determined by the size of the floating offshore structure 16 and mooring buoy 18.
[0022] During normal offshore operations of drilling for or producing oil and natural gas, mechanical connection or restraining devices 20 are used to restrain the
-3-floating offshore structure 16 and mooring buoy 18 locked together. Any suitable connection devices such as hydraulic rams or rack and pinion jacking arrangements may be used as the mechanical connection devices 20.
[00231 Ballasting force may also be used to force the floating offshore structure and mooring buoy together.
[00241 A downward facing cone shape 22 on the floating offshore structure 16 is preferably used in conjunction with a complementary shape 24 on the mooring buoy 18 for receiving the cone shape 22. As seen in the drawings, the cone shape 22 and its complementary shaped receiver 24 are preferably designed to have a low profile height that is less than currently existing designs.
[00251 In operation, the floating offshore structure 16 and mooring buoy 18 are held together during drilling or production operations by mechanical restraining devices 20. When environmental forces cause the need to disconnect, the mechanical restraining devices 20 are released and high pressure water jets 12 are activated to help initiate separation of the floating offshore structure 16 from the mooring buoy 18.
[00261 As seen in Fig. 3, the mooring lines 26 aid in retaining a force for causing the mooring buoy 18 to return to its normal equilibrium position.
[00271 Fig. 4 illustrates a scenario where the force of ice may cause the offshore floating structure 16 to rotate prior to full disconnection and separation from the mooring buoy 18. However, it can be seen that the specially shaped, low profile surfaces aid in separation.
[00281 As illustrated in Fig. 5, ballasting forces may also be used to aid in separation of the floating offshore structure 16 from the mooring buoy 18 by removing ballast from the floating offshore structure 16 (causing it to float upward) and adding ballast to the mooring buoy 18 (causing it to move downward). The illustrated change in normal trim angle of the mooring buoy 18 is caused by the ballasting forces and pressure from the water jets 12.
[0029] The invention provides several advantages over the previously used means of disconnecting the mooring system.
[00301 It allows a floating structure to be disconnected from the mooring while under environmental loads, such as sea ice, and the upper section of the floating structure to be removed from the continued threat while keeping the mooring arrangement intact for reattachment to the floating structure.
[00231 Ballasting force may also be used to force the floating offshore structure and mooring buoy together.
[00241 A downward facing cone shape 22 on the floating offshore structure 16 is preferably used in conjunction with a complementary shape 24 on the mooring buoy 18 for receiving the cone shape 22. As seen in the drawings, the cone shape 22 and its complementary shaped receiver 24 are preferably designed to have a low profile height that is less than currently existing designs.
[00251 In operation, the floating offshore structure 16 and mooring buoy 18 are held together during drilling or production operations by mechanical restraining devices 20. When environmental forces cause the need to disconnect, the mechanical restraining devices 20 are released and high pressure water jets 12 are activated to help initiate separation of the floating offshore structure 16 from the mooring buoy 18.
[00261 As seen in Fig. 3, the mooring lines 26 aid in retaining a force for causing the mooring buoy 18 to return to its normal equilibrium position.
[00271 Fig. 4 illustrates a scenario where the force of ice may cause the offshore floating structure 16 to rotate prior to full disconnection and separation from the mooring buoy 18. However, it can be seen that the specially shaped, low profile surfaces aid in separation.
[00281 As illustrated in Fig. 5, ballasting forces may also be used to aid in separation of the floating offshore structure 16 from the mooring buoy 18 by removing ballast from the floating offshore structure 16 (causing it to float upward) and adding ballast to the mooring buoy 18 (causing it to move downward). The illustrated change in normal trim angle of the mooring buoy 18 is caused by the ballasting forces and pressure from the water jets 12.
[0029] The invention provides several advantages over the previously used means of disconnecting the mooring system.
[00301 It allows a floating structure to be disconnected from the mooring while under environmental loads, such as sea ice, and the upper section of the floating structure to be removed from the continued threat while keeping the mooring arrangement intact for reattachment to the floating structure.
-4-[00311 The invention solves the problem of binding and maintains a safe distance between the floating structure and the buoy supporting the mooring arrangement.
[00321 The invention facilitates a quicker release than the prior art and thus reduces the risk of damage to the offshore structure and mooring due to contact during the release.
[0033] The method of release of the invention helps to prevent binding between the buoy carrying the mooring lines and the floating structure.
[00341 While specific embodiments and/or details of the invention have been shown and described above to illustrate the application of the principles of the invention, it is understood that this invention may be embodied as more fully described in the claims, or as otherwise known by those skilled in the art (including any and all equivalents), without departing from such principles.
[00321 The invention facilitates a quicker release than the prior art and thus reduces the risk of damage to the offshore structure and mooring due to contact during the release.
[0033] The method of release of the invention helps to prevent binding between the buoy carrying the mooring lines and the floating structure.
[00341 While specific embodiments and/or details of the invention have been shown and described above to illustrate the application of the principles of the invention, it is understood that this invention may be embodied as more fully described in the claims, or as otherwise known by those skilled in the art (including any and all equivalents), without departing from such principles.
-5-
Claims (7)
1. A mooring disconnect arrangement for a floating offshore structure and a mooring buoy, comprising:
a. at least one high pressure water jet for directing water between the floating offshore structure and mooring buoy during the disconnection operation; and b. complementary low profile interface surfaces on the floating offshore structure and mooring buoy that aid in separation.
a. at least one high pressure water jet for directing water between the floating offshore structure and mooring buoy during the disconnection operation; and b. complementary low profile interface surfaces on the floating offshore structure and mooring buoy that aid in separation.
2. The mooring disconnect arrangement of claim 1, wherein the interface surface on the floating offshore structure is a cone shape.
3. The mooring disconnect arrangement of claim 2, wherein the interface surface on the floating offshore structure is an inverted cone shape.
4. A mooring disconnect arrangement for a floating offshore structure and a mooring buoy, comprising:
a. at least one high pressure water jet for directing water between the floating offshore structure and mooring buoy during the disconnection operation;
b. complementary low profile interface surfaces on the floating offshore structure and mooring buoy that aid in separation; and c. releasable mechanical restraining means that lock the floating offshore structure and mooring buoy together during normal drilling and production operations.
a. at least one high pressure water jet for directing water between the floating offshore structure and mooring buoy during the disconnection operation;
b. complementary low profile interface surfaces on the floating offshore structure and mooring buoy that aid in separation; and c. releasable mechanical restraining means that lock the floating offshore structure and mooring buoy together during normal drilling and production operations.
5. The mooring disconnect arrangement of claim 4, wherein the interface surface on the floating offshore structure is a cone shape.
6. The mooring disconnect arrangement of claim 5, wherein the interface surface on the floating surface is an inverted cone shape.
7. A mooring disconnect arrangement for a floating offshore structure and a mooring buoy, comprising:
a. at least one high pressure water jet for directing water between the floating offshore structure and mooring buoy during the disconnection operation;
b. complementary low profile interface surfaces on the floating offshore structure and mooring buoy that aid in separation, with the interface surface on the floating offshore structure being an inverted cone shape; and c. releasable mechanical restraining means that lock the floating offshore structure and mooring buoy together during normal drilling and production operations.
a. at least one high pressure water jet for directing water between the floating offshore structure and mooring buoy during the disconnection operation;
b. complementary low profile interface surfaces on the floating offshore structure and mooring buoy that aid in separation, with the interface surface on the floating offshore structure being an inverted cone shape; and c. releasable mechanical restraining means that lock the floating offshore structure and mooring buoy together during normal drilling and production operations.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US13/194,065 | 2011-07-29 | ||
| US13/194,065 US20130029546A1 (en) | 2011-07-29 | 2011-07-29 | Mooring Disconnect Arrangement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2784107A1 true CA2784107A1 (en) | 2013-01-29 |
| CA2784107C CA2784107C (en) | 2014-09-09 |
Family
ID=46639335
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2784107A Active CA2784107C (en) | 2011-07-29 | 2012-07-27 | Mooring disconnect arrangement |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US20130029546A1 (en) |
| EP (1) | EP2551184B1 (en) |
| KR (1) | KR101368582B1 (en) |
| CN (1) | CN102897286B (en) |
| CA (1) | CA2784107C (en) |
| DK (1) | DK180119B1 (en) |
| RU (1) | RU2516960C2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| HUE054152T2 (en) * | 2016-05-05 | 2021-08-30 | Cabot Corp | Electrodes, compositions, and devices having high structure carbon blacks |
| DE102016011572A1 (en) * | 2016-09-23 | 2018-03-29 | Martin Daum | Building for construction at water surface and method for its construction |
| KR102552142B1 (en) * | 2017-10-13 | 2023-07-05 | 현대자동차주식회사 | The fabrication method of composite material based on cathode active material and solid electrolyte, and the fabrication method of cathode for solid cell including the same |
| CN114604364B (en) * | 2021-06-08 | 2023-05-16 | 中国科学院海洋研究所 | Tethered underwater helicopter profile measurement system and method |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3339516A (en) * | 1965-12-06 | 1967-09-05 | Dorsett Plastics Co Inc | Jet propelled fire fighting boat |
| FR1595875A (en) * | 1968-12-02 | 1970-06-15 | ||
| US3735722A (en) * | 1971-12-09 | 1973-05-29 | Interstate Oil Transport Co | Rigid disconnectable coupling for waterborne vessels |
| US4604961A (en) * | 1984-06-11 | 1986-08-12 | Exxon Production Research Co. | Vessel mooring system |
| NZ288410A (en) * | 1995-05-11 | 1998-09-24 | Jens Korsgaard | Method and apparatus for mooring a vessel to a submerged mooring element |
| US5676083A (en) * | 1995-12-29 | 1997-10-14 | Korsgaard; Jens | Offshore mooring device and method of using same |
| US6113314A (en) * | 1998-09-24 | 2000-09-05 | Campbell; Steven | Disconnectable tension leg platform for offshore oil production facility |
| US6340272B1 (en) * | 1999-01-07 | 2002-01-22 | Exxonmobil Upstream Research Co. | Method for constructing an offshore platform |
| US6968797B2 (en) * | 2002-09-13 | 2005-11-29 | Tor Persson | Method for installing a self-floating deck structure onto a buoyant substructure |
| US7861974B2 (en) * | 2004-03-18 | 2011-01-04 | Michigan Aerospace Corporation | Docking system |
| EP1849701B1 (en) * | 2006-04-27 | 2009-04-01 | Bluewater Energy Services B.V. | Disconnectable mooring system |
| NO20071491L (en) * | 2007-03-21 | 2008-09-22 | Sevan Marine Asa | Detachable platform for operation in exposed areas |
| AU2007356688B2 (en) * | 2007-07-16 | 2013-08-29 | Bluewater Energy Services B.V. | Assembly of turret and disconnectable buoy |
| NO20080956L (en) * | 2008-02-05 | 2009-08-06 | Moss Maritime As | Ice-strengthened vessel for drilling and production in Arctic waters |
| US7669660B1 (en) * | 2008-11-26 | 2010-03-02 | Floatec, Llc | Riser disconnect and support mechanism |
| CN101612982B (en) * | 2009-08-13 | 2012-05-09 | 上海利策科技有限公司 | Circular floating ocean platform capable of releasing multi-point mooring |
-
2011
- 2011-07-29 US US13/194,065 patent/US20130029546A1/en not_active Abandoned
-
2012
- 2012-07-23 KR KR1020120080165A patent/KR101368582B1/en active Active
- 2012-07-25 CN CN201210336157.2A patent/CN102897286B/en active Active
- 2012-07-26 DK DKPA201270454A patent/DK180119B1/en active IP Right Grant
- 2012-07-26 EP EP12178016.7A patent/EP2551184B1/en active Active
- 2012-07-27 RU RU2012132405/11A patent/RU2516960C2/en active
- 2012-07-27 CA CA2784107A patent/CA2784107C/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| KR101368582B1 (en) | 2014-02-28 |
| CN102897286A (en) | 2013-01-30 |
| DK180119B1 (en) | 2020-05-19 |
| RU2012132405A (en) | 2014-02-10 |
| CN102897286B (en) | 2015-10-07 |
| US20130029546A1 (en) | 2013-01-31 |
| CA2784107C (en) | 2014-09-09 |
| DK201270454A (en) | 2013-01-30 |
| EP2551184B1 (en) | 2019-03-27 |
| KR20130014373A (en) | 2013-02-07 |
| EP2551184A1 (en) | 2013-01-30 |
| RU2516960C2 (en) | 2014-05-20 |
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