US20120014752A1 - Submersible Platform With Blocked Thrust For Offshore Wind Plants In Open Sea In Concrete-Steel Hybrid Solution - Google Patents
Submersible Platform With Blocked Thrust For Offshore Wind Plants In Open Sea In Concrete-Steel Hybrid Solution Download PDFInfo
- Publication number
- US20120014752A1 US20120014752A1 US13/143,648 US201013143648A US2012014752A1 US 20120014752 A1 US20120014752 A1 US 20120014752A1 US 201013143648 A US201013143648 A US 201013143648A US 2012014752 A1 US2012014752 A1 US 2012014752A1
- Authority
- US
- United States
- Prior art keywords
- platform
- basement
- offshore site
- platform according
- submerged
- 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.)
- Abandoned
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 17
- 239000010959 steel Substances 0.000 title claims abstract description 17
- 239000011513 prestressed concrete Substances 0.000 claims abstract description 12
- 230000002093 peripheral effect Effects 0.000 claims abstract description 7
- 239000003351 stiffener Substances 0.000 claims abstract 2
- 239000004753 textile Substances 0.000 claims description 15
- 238000009434 installation Methods 0.000 claims description 11
- 238000010276 construction Methods 0.000 description 6
- 239000000243 solution Substances 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000036316 preload Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000009364 mariculture Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000012088 reference solution Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B75/00—Building or assembling floating offshore structures, e.g. semi-submersible platforms, SPAR platforms or wind turbine platforms
-
- 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
- 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
- B63B2021/003—Mooring or anchoring equipment, not otherwise provided for
-
- 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
- B63B2021/505—Methods for installation or mooring of floating offshore platforms on site
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B2231/00—Material used for some parts or elements, or for particular purposes
- B63B2231/02—Metallic materials
- B63B2231/04—Irons, steels or ferrous alloys
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B2231/00—Material used for some parts or elements, or for particular purposes
- B63B2231/60—Concretes
Definitions
- a mounting system for mounting structures and equipment such as wind-electric generators on water comprising a carrier is disclosed which is attached to a foundation through connecting elements.
- the carrier has an inherent buoyancy and the connecting elements are used to maintain a stable position of the carrier in the water.
- WO 02/10589 A1 shows a wind powered generator for locating offshore comprises a semi-submersible structure made of concrete or steel for carrying a wind turbine.
- the semi-submersible structure comprising a buoyancy chamber and is secured to the sea bed by a primary anchor cable (mooring line) and auxiliary anchor cables.
- the primary anchor cable is secured in the buoyancy chamber by a connecting bracket.
- a winching mechanism is provided for winching the semi-submersible structure downwardly on the primary anchor cable in the water against the upward buoyancy force acting on the semi-submersible structure.
- FR 1 327 924 A shows a platform comprising a first caisson and a second caisson which can be made from pre-stressed concrete.
- the second caisson is held in position by cables. Winches are mounted on the corners for level adjustment. In use the winches are exposed to the sea water.
- the object of the present invention is a submersible offshore wind platform with blocked thrust, constituted by a concrete-steel mixed structure, according to some features specified in the Italian patent Nr. 0001331996.
- Said Italian patent Nr. 0001331996 relates to a submerged floating platform with the double function of support base for wind plant in combination with a mariculture plant. The whole is implemented by using a partially submerged platform with blocked thrust, ballastable and transportable as far as the site wherein it is anchored to a basement placed onto the seafloor; the anchoring being implemented with connection tie rods apt to support even combined weights, pressures and efforts, due to the floating force and to the outer forces deriving from the sea and from the wind.
- the object of the present invention is to overcome some critical aspects linked to the use of a platform according to the features of the patent Nr. 0001331996, in the specific case relating to the configuration, the materials used in the implementation, the system for anchoring the platform to the basement, as well as the use of the latter as semi-submersible pontoon whereupon the platform in the construction plant is to be constructed and assembled.
- the wind turbine is mounted on the structure after which the entire unit is to be transported from the construction plant to the offshore site.
- the platform object of the present invention is too a submerged platform, with blocked thrust, equipped with an axial-symmetric central body made of pre-stressed concrete and a peripheral structure made of steel connected thereto by means of a plurality of stiffening members.
- a solution of this kind allows obtaining several advantages: to contain the whole weight of the structure, to guarantee high features of mechanical resistance, to simplify and economize the construction, to allow implementing the platform itself by avoiding or however limiting to resort to qualified building crafts for special processes (welding, etc.).
- FIG. 1 represents a scheme of the general configuration of the system
- FIG. 2 represents a plan and a section view of the basement
- FIG. 3 represents a plan view of the submerged platform.
- the platform comprises a central body 1 made of pre-stressed concrete, a peripheral structure made of steel 2 connected to the central body 1 by means of specific inserts made of steel 9 buried in the concrete, tie rods made of steel 10 and a stiffening ring 5 .
- the central body is dominated by a tower made of steel 12 supporting the wind turbine.
- Fundamental feature of the present invention is the system for anchoring the platform to the basement 15 , comprising a plurality of textile ropes 6 which, anchored downwards the basement 15 , extend upwards to penetrate inside the central body 1 .
- tensioning systems 11 are placed, planned to allow modifying the length of the ropes 6 , having effect onto the preload of the same, by even a great number of meters.
- This feature also allows compensating the possible vertical settling of the basement 15 , even by several metres, consequent to the action of the various marine currents, above all in sites with a huge layer of sand, by acting simply from the inside of the platform.
- the solution further comprises devices 7 and 8 apt to protect the ropes 6 extending outwardly the platform and to minimize/annul the frictions along the route of the same.
- the platform already object of the patent Nr. 0001331996, on the contrary, was characterized by the use of tie rods (for example chains) which at the periphery tied up vertically the platform to the counterweight or anchor weight (basement). Such chains were anchored to the legs of the platform with hydraulic jacks equipped with mechanical safe devices and therefore adjustable in a limited way.
- the length of the chains had to be defined based upon the depth and condition of the seabed, so that the wished preload onto the tie rods was implemented. This requested to perform precise surveys of the seabed. Furthermore, during installation, and then for maintenance purposes, the reference solution requested the use of scuba divers.
- a platform only made of pre-stressed concrete comprising a central body tied up, in the lower portion, to a peripheral crown, made of concrete too, would have a weight constituted by 80% by the peripheral portion and by 20% by the central body.
- the structure wholly made of steel would be relatively light in the peripheral portion, but would require long periods of time, qualified building crafts and high costs for the implementation thereof.
- the structure made of pre-stressed concrete and steel object of the present invention adds up the advantages of the solutions wholly made of concrete and wholly made of steel, by eliminating the disadvantages thereof.
- the solution of the patent Nr. 0001331996 provided to transport the platform to the site and, subsequently, to anchor it by means of the tie rods to the basement previously arranged onto the seabed.
- the solution of the present invention comprises a basement 15 made of pre-stressed concrete with free volumes which can be pressurized with air and which can be flooded, which, after the construction thereof, can be used as semi-submersible pontoon for constructing the platform thereupon and the joined transportation basement 15 plus platform from the construction plant to the site.
- the basement 15 during the submersion thereof, remains anchored to the platform standing above, through said ropes 6 , which is kept in tension, with positive effect onto the system stability.
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Wind Motors (AREA)
- Revetment (AREA)
- Artificial Fish Reefs (AREA)
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ITTO2009A000015 | 2009-01-13 | ||
| IT000015A ITTO20090015A1 (it) | 2009-01-13 | 2009-01-13 | Piattaforma sommergibile a spinta bloccata per impianti eolici offshore in mare aperto in soluzione ibrida calcestruzzo-acciaio |
| PCT/IB2010/050088 WO2010082153A2 (fr) | 2009-01-13 | 2010-01-11 | Plate-forme submersible à poussée bloquée pour fermes d'éoliennes en mer mettant en oeuvre une solution hybride béton-acier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20120014752A1 true US20120014752A1 (en) | 2012-01-19 |
Family
ID=41528703
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US13/143,648 Abandoned US20120014752A1 (en) | 2009-01-13 | 2010-01-11 | Submersible Platform With Blocked Thrust For Offshore Wind Plants In Open Sea In Concrete-Steel Hybrid Solution |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US20120014752A1 (fr) |
| EP (1) | EP2387528A2 (fr) |
| JP (1) | JP2012515114A (fr) |
| KR (1) | KR20110118669A (fr) |
| CN (1) | CN102438887A (fr) |
| IT (1) | ITTO20090015A1 (fr) |
| WO (1) | WO2010082153A2 (fr) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102691627A (zh) * | 2012-05-21 | 2012-09-26 | 李树广 | 多层钢筋混凝土框架与对接组合风叶立式风力发电系统 |
| US20120294681A1 (en) * | 2011-05-20 | 2012-11-22 | Carlos Wong | Floating wind farm with energy storage facility |
| US20130233231A1 (en) * | 2010-11-04 | 2013-09-12 | University Of Maine System Board Of Trustees | Floating Wind Turbine Platform and Method of Assembling |
| US9518564B2 (en) | 2010-11-04 | 2016-12-13 | University Of Maine System Board Of Trustee | Floating hybrid composite wind turbine platform and tower system |
| US9856621B2 (en) | 2013-09-09 | 2018-01-02 | Dbd Systems, Llc | Method of construction, installation, and deployment of an offshore wind turbine on a concrete tension leg platform |
| US20180211790A1 (en) * | 2013-02-19 | 2018-07-26 | Kemet Electronics Corporation | Low ESR Capacitor |
| US11014637B2 (en) | 2019-02-21 | 2021-05-25 | Vl Offshore, Llc | Motion-attenuated semi-submersible floating-type foundation for supporting a wind power generation system |
| US20220298820A1 (en) * | 2019-06-21 | 2022-09-22 | Vestas Wind Systems A/S | Improvements relating to reinforcement of wind turbine towers |
| US11939032B2 (en) | 2019-02-21 | 2024-03-26 | Vl Offshore, Llc | Floating-type foundation for supporting a wind power generation system and including a stabilized power cable, system of floating-type foundations, and a method of stabilizing the power cable |
| WO2024149671A1 (fr) * | 2023-01-09 | 2024-07-18 | Universität Rostock | Plateforme flottante |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6336436B2 (ja) * | 2012-04-13 | 2018-06-06 | ユニバーシティ オブ メイン システム ボード オブ トラスティズ | 浮体式風力タービンプラットフォーム及び組立方法 |
| GB201209522D0 (en) * | 2012-05-29 | 2012-07-11 | Lunar Energy Power Ltd | Apparatus and method |
| EP2743170B1 (fr) | 2012-12-14 | 2018-11-07 | GE Renewable Technologies Wind B.V. | Structure de plate-forme pour éolienne avec des câbles prétendus |
| JP6241011B2 (ja) * | 2013-10-16 | 2017-12-06 | 上野 康男 | 浮体型風車係留装置 |
| EP4440920A1 (fr) | 2021-12-01 | 2024-10-09 | Maridea B.V. | Fondation flottante pour éolienne en mer |
| NL2032274B1 (en) | 2022-06-24 | 2024-01-09 | Maridea B V | Floating Foundation and Method of Construction |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1327924A (fr) * | 1962-04-13 | 1963-05-24 | Equipements D Entpr S Soc Et | Plateforme destinée à être installée en eaux profondes |
| US4640647A (en) * | 1985-04-12 | 1987-02-03 | Atlantic Richfield Company | Offshore well apparatus and method |
| US4648751A (en) * | 1985-11-12 | 1987-03-10 | Exxon Production Research Co. | Method and apparatus for erecting offshore platforms |
| US5558467A (en) * | 1994-11-08 | 1996-09-24 | Deep Oil Technology, Inc. | Deep water offshore apparatus |
| US5567086A (en) * | 1994-12-23 | 1996-10-22 | Shell Oil Company | Tension leg caisson and method of erecting the same |
| US6062769A (en) * | 1998-08-06 | 2000-05-16 | Fmc Corporation | Enhanced steel catenary riser system |
| US20010041097A1 (en) * | 1999-03-30 | 2001-11-15 | Lyle David Finn | Universal catenary riser support |
| US6488446B1 (en) * | 1998-04-02 | 2002-12-03 | Suction Pile Technology Bv | Marine structure |
| US20040216657A1 (en) * | 2003-04-30 | 2004-11-04 | Leverette Steven J. | Oscillation suppression and control system for a floating platform |
| US20050244231A1 (en) * | 2004-04-13 | 2005-11-03 | Deepwater Marine Technology L.L.C. | Hybrid composite steel tendon for offshore platform |
| US20080014025A1 (en) * | 2006-07-13 | 2008-01-17 | Jan They | System and method for mounting equipment and structures offshore |
| US20100143047A1 (en) * | 2007-01-08 | 2010-06-10 | Vetco Gray Inc. | Ram Style Tensioner With Fixed Conductor and Floating Frame |
| US20100219645A1 (en) * | 2003-10-23 | 2010-09-02 | Oceanwind Technology, Llc. | Power generation assemblies and apparatus |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030036643A (ko) * | 2000-07-27 | 2003-05-09 | 크리스토퍼 하네빅 | 풍력터빈을 해양에 설치하기 위한 부유구조물 |
| US20070243063A1 (en) * | 2006-03-17 | 2007-10-18 | Schellstede Herman J | Offshore wind turbine structures and methods therefor |
| AU2007350722B2 (en) * | 2007-04-05 | 2013-07-18 | Bluewater Energy Services B.V. | Mooring system |
| DE102007043268A1 (de) * | 2007-09-11 | 2009-03-12 | Jähnig GmbH Felssicherung und Zaunbau | Metallskelett zur Errichtung unterseeischer Fundamente |
-
2009
- 2009-01-13 IT IT000015A patent/ITTO20090015A1/it unknown
-
2010
- 2010-01-11 WO PCT/IB2010/050088 patent/WO2010082153A2/fr not_active Ceased
- 2010-01-11 CN CN2010800043280A patent/CN102438887A/zh active Pending
- 2010-01-11 KR KR1020117018816A patent/KR20110118669A/ko not_active Withdrawn
- 2010-01-11 EP EP10701736A patent/EP2387528A2/fr not_active Withdrawn
- 2010-01-11 JP JP2011545818A patent/JP2012515114A/ja not_active Withdrawn
- 2010-01-11 US US13/143,648 patent/US20120014752A1/en not_active Abandoned
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1327924A (fr) * | 1962-04-13 | 1963-05-24 | Equipements D Entpr S Soc Et | Plateforme destinée à être installée en eaux profondes |
| US4640647A (en) * | 1985-04-12 | 1987-02-03 | Atlantic Richfield Company | Offshore well apparatus and method |
| US4648751A (en) * | 1985-11-12 | 1987-03-10 | Exxon Production Research Co. | Method and apparatus for erecting offshore platforms |
| US5558467A (en) * | 1994-11-08 | 1996-09-24 | Deep Oil Technology, Inc. | Deep water offshore apparatus |
| US5567086A (en) * | 1994-12-23 | 1996-10-22 | Shell Oil Company | Tension leg caisson and method of erecting the same |
| US6488446B1 (en) * | 1998-04-02 | 2002-12-03 | Suction Pile Technology Bv | Marine structure |
| US6062769A (en) * | 1998-08-06 | 2000-05-16 | Fmc Corporation | Enhanced steel catenary riser system |
| US20010041097A1 (en) * | 1999-03-30 | 2001-11-15 | Lyle David Finn | Universal catenary riser support |
| US20040216657A1 (en) * | 2003-04-30 | 2004-11-04 | Leverette Steven J. | Oscillation suppression and control system for a floating platform |
| US20100219645A1 (en) * | 2003-10-23 | 2010-09-02 | Oceanwind Technology, Llc. | Power generation assemblies and apparatus |
| US20050244231A1 (en) * | 2004-04-13 | 2005-11-03 | Deepwater Marine Technology L.L.C. | Hybrid composite steel tendon for offshore platform |
| US20080014025A1 (en) * | 2006-07-13 | 2008-01-17 | Jan They | System and method for mounting equipment and structures offshore |
| US20100143047A1 (en) * | 2007-01-08 | 2010-06-10 | Vetco Gray Inc. | Ram Style Tensioner With Fixed Conductor and Floating Frame |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130233231A1 (en) * | 2010-11-04 | 2013-09-12 | University Of Maine System Board Of Trustees | Floating Wind Turbine Platform and Method of Assembling |
| US9394035B2 (en) * | 2010-11-04 | 2016-07-19 | University Of Maine System Board Of Trustees | Floating wind turbine platform and method of assembling |
| US9518564B2 (en) | 2010-11-04 | 2016-12-13 | University Of Maine System Board Of Trustee | Floating hybrid composite wind turbine platform and tower system |
| US20120294681A1 (en) * | 2011-05-20 | 2012-11-22 | Carlos Wong | Floating wind farm with energy storage facility |
| US8662793B2 (en) * | 2011-05-20 | 2014-03-04 | Carlos Wong | Floating wind farm with energy storage facility |
| CN102691627A (zh) * | 2012-05-21 | 2012-09-26 | 李树广 | 多层钢筋混凝土框架与对接组合风叶立式风力发电系统 |
| US20180211790A1 (en) * | 2013-02-19 | 2018-07-26 | Kemet Electronics Corporation | Low ESR Capacitor |
| US9856621B2 (en) | 2013-09-09 | 2018-01-02 | Dbd Systems, Llc | Method of construction, installation, and deployment of an offshore wind turbine on a concrete tension leg platform |
| US11014637B2 (en) | 2019-02-21 | 2021-05-25 | Vl Offshore, Llc | Motion-attenuated semi-submersible floating-type foundation for supporting a wind power generation system |
| US11939032B2 (en) | 2019-02-21 | 2024-03-26 | Vl Offshore, Llc | Floating-type foundation for supporting a wind power generation system and including a stabilized power cable, system of floating-type foundations, and a method of stabilizing the power cable |
| US20220298820A1 (en) * | 2019-06-21 | 2022-09-22 | Vestas Wind Systems A/S | Improvements relating to reinforcement of wind turbine towers |
| US12345061B2 (en) * | 2019-06-21 | 2025-07-01 | Vestas Wind Systems A/S | Relating to reinforcement of wind turbine towers |
| WO2024149671A1 (fr) * | 2023-01-09 | 2024-07-18 | Universität Rostock | Plateforme flottante |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2010082153A2 (fr) | 2010-07-22 |
| JP2012515114A (ja) | 2012-07-05 |
| EP2387528A2 (fr) | 2011-11-23 |
| ITTO20090015A1 (it) | 2010-07-14 |
| CN102438887A (zh) | 2012-05-02 |
| KR20110118669A (ko) | 2011-10-31 |
| WO2010082153A3 (fr) | 2010-12-29 |
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