EP3592640A1 - Autark schwimmfähige schwergewichtsgründung zur verbindung mit einer schwimmfähigen offshore-anlage - Google Patents
Autark schwimmfähige schwergewichtsgründung zur verbindung mit einer schwimmfähigen offshore-anlageInfo
- Publication number
- EP3592640A1 EP3592640A1 EP18709995.7A EP18709995A EP3592640A1 EP 3592640 A1 EP3592640 A1 EP 3592640A1 EP 18709995 A EP18709995 A EP 18709995A EP 3592640 A1 EP3592640 A1 EP 3592640A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plate
- plates
- heavyweight
- chamber
- anchor
- 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
- 239000007787 solid Substances 0.000 claims abstract description 41
- 238000007667 floating Methods 0.000 claims description 25
- 238000004873 anchoring Methods 0.000 claims description 14
- 239000004567 concrete Substances 0.000 claims description 13
- 238000006243 chemical reaction Methods 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 238000005192 partition Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 12
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000005484 gravity Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 238000009304 pastoral farming Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 230000009182 swimming Effects 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
- 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
- B63B21/502—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers by means of tension legs
-
- 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
Definitions
- the invention relates to autonomously buoyant heavyweight foundations for connection to a buoyant offshore plant for converting wind or solar energy into electrical energy with a solid concrete, reinforced concrete, composite with concrete or a combination thereof, at least one fillable chamber, and fasteners for connecting a structure in connection with a tower of a wind turbine or with at least one carrier with a solar system, wherein the floating heavy-weight foundation has empty chambers and the lowered heavy-weight foundation filled chambers.
- the publication DE 10 2009 044 278 A1 discloses a floating foundation with improved bracing.
- the floating foundation has anchors that are vertically arranged below junctions of a floating structure. These are stationary in horizontal distances from each other on the seabed.
- the anchors are preferably ballast bodies in the form of heavyweight foundations that are not buoyant.
- Floating buoyancy in conjunction with anchors for wind turbines in the open sea is known, for example, from the document GB 2 378 679 A.
- the swimming foundation realized for this purpose consists of several buoyancy bodies, which are connected via radial steel struts with the tower of the wind turbine.
- the steel struts are arranged cross-shaped in plan view and not connected to each other. If bending forces occur at the radial steel struts of the structure, they lead to high bending moments.
- a heavyweight anchor for offshore installations is known from document US 4 296 706 A. This has a refillable container that can be filled with water to lower it by flooding. The water is replaced by ballast, so that the heavyweight anchor on the seabed is realized. At this several more containers can be arranged so that the transport to a new location is easily possible. Tie-downs for an offshore installation and their attachment are not specified.
- Document DE 10 2015 208 162 162 A1 discloses a buoyant heavy-weight anchor for anchoring a supporting structure floating in the open sea with a wind power plant, service station or converter station.
- the heavyweight anchor has a solid plate, a plurality of floatable chambers, and buoyant body fasteners, the floating heavyweight anchor having non-flooded chambers, the lowering heavyweight anchor partially flooded chambers, and the lowered heavyweight anchor having flooded chambers.
- the buoyant heavyweight anchor is a monolithic heavyweight anchor.
- the indicated in claim 1 invention has for its object to anchor an offshore facility simply stationary.
- the self-contained buoyant heavyweight foundations for connection to a buoyant offshore wind turbine or solar power conversion plant having a solid concrete, reinforced concrete, composite with concrete or a combination thereof, at least one fillable chamber and fasteners for connecting a structure in communication with a tower of a wind turbine or with at least one carrier with a solar system, the floating heavyweight founding has empty chambers and the lowered heavyweight founding filled chambers, are characterized in particular by the fact that the offshore facility is simply anchored stationary.
- the solid plate anchor plates each having a fastening means for connection to at least one anchoring means for connection to the supporting structure.
- the anchor plate has at least one vertically oriented or substantially vertically oriented first plate with the attachment means and at least one horizontally or substantially horizontally oriented second plate. Furthermore, the first plate is at least partially in the solid plate, so that the second plate is covered by a region of the solid plate.
- the first plates of the anchor plates are tensile forces of the structure forwarding first plates and the second plates of the anchor plates resulting from the tensile forces compressive forces on the solid plate performing second plates.
- the self-sufficient buoyant heavyweight foundation is thus buoyant on site and lowers itself by flooding the chambers themselves. If there are any currents, it should only be held in position.
- the lowering can advantageously be controlled by the flood controlled.
- the flooded chambers naturally increase the weight of heavyweight founding on the bottom of the sea.
- the production can be done completely on land. Then it is easily transportable by towing itself or by means of a transport ship or in a dry dock to the place of placement of the offshore facility.
- the heavyweight foundation is easily removed from the bottom of the lake in the event of disturbances or when not needed.
- the chambers are easy to fill with air, so that the heavyweight anchor simply floats.
- the first plates of the anchor plates are each provided with a fastening means for connection to at least one anchoring means for connection to the supporting structure.
- the buoyancy of the anchoring means and thus the first plates of the anchor plates are claimed to train.
- the second horizontally or substantially horizontally oriented plate in or on the solid plate thereby presses on the solid plate.
- the tensile forces of the anchoring means are converted by the anchor plates quasi in acting on the solid plate as a concrete body pressure forces.
- the first plate and the second plate are connected to each other according to the embodiment of claim 2 directly and / or via at least one connecting plate.
- At least one third plate arranged transversely to the first plate and at an angle to the second plate is located on the first plate.
- This third plate directs the tensile force of a with an angle greater than 0 and less than 90 ° with respect to the solid plate arranged anchoring means proportionately as compressive force to the center of the solid plate.
- the solid plate with the anchor plates and the chamber are formed according to the embodiment of claim 4 monolithic.
- the chamber has according to the embodiment of claim 5 partitions.
- the heavyweight foundation can be safely lowered safely.
- the heavyweight foundation has, according to the embodiment of claim 6, a central chamber and symmetrically arranged around the central chamber and the same design chambers on the solid plate.
- the anchoring means can be guided between the chambers.
- the chamber has according to the embodiment of claim 7 at least one inlet and at least one outlet for filling the chamber, wherein the inlet at the bottom of the chamber and the outlet are arranged either on the ceiling or in the ceiling.
- the inlet at the bottom of the chamber and the outlet are arranged either on the ceiling or in the ceiling.
- the heavyweight foundation has according to the embodiment of claim 8 Erdspoule on. These penetrate the ground and reduce the risk of slipping the heavyweight foundation on the ground.
- the anchor plate has according to the embodiment of claim 9 in cross-section an inverted T-shape, wherein the legs of the first plate and the crossbar are the second plate.
- the solid plate of the heavy-weight foundation has according to the embodiment of claim 10 a polygonal, for example, square base.
- a polygonal, for example, square base In the corner areas and at least in the central areas of the sides are anchor plate, so that vertically and obliquely extending anchoring means are connectable to the anchor plates.
- the floating heavyweight foundation is connected to the floating and floatable buoyancy structure having tensioning means according to the embodiment of claim 1 1, wherein the heavyweight foundation and the structure on site one after the other by a flooding of the chamber can be lowered gravity foundation and a lowered by at least partially flooding the buoyancy body and floating by pressed air in the buoyancy structure are.
- the heavyweight foundation and the structure with or without a tower of a wind turbine or with at least one carrier with a solar system as components of the offshore facility can be easily moved together. On site, the heavyweight foundation and the structure can then be placed by flooding the chambers and the buoyancy bodies. This is the structure especially an underwater structure, with only a support framework cuts through the water surface. By filling the chambers and / or the buoyancy bodies, the offshore installation can easily be relocated to a new location.
- the bases of the heavyweight foundation and the structure according to the embodiment of claim 12 have the same geometry and the same dimensions.
- FIG. 1 is a self-contained buoyant heavyweight foundations as part of an offshore plant for the conversion of wind energy or solar energy into electrical energy
- Fig. 2 an anchor plate with a fastener
- Fig. 4 is a self-sufficient buoyant heavyweight founding in connection with a structure with a wind turbine during transport, while lowering the heavyweight foundation and lowered on site heavyweight founding.
- a self-sufficient buoyant heavyweight foundation 1 for connection to a floating offshore plant for the conversion of wind energy into electrical energy consists essentially of a solid plate 2, fillable chambers 3, fastening means for connecting a supporting structure 10 in connection with a tower 1 1 of a wind turbine or at least a carrier with a solar system and anchor plates 4 in the solid plate. 2
- the solid plate 1 shows a self-sufficient buoyant gravity foundation 1 as part of an offshore plant for the conversion of wind energy or solar energy into electrical energy in a schematic representation.
- the solid plate 1 and the chambers 3 are monolithic and consist of concrete, reinforced concrete, a composite with concrete or a combination thereof.
- the chambers 3 may have partitions and / or supports, which may also consist of concrete, reinforced concrete, a composite with concrete or a combination thereof.
- the solid plate 2 has a square base and in it at least in the corner anchor plates
- FIG. 1 a shows a basic plan view thereof and FIG. 1 b shows a basic sectional view of a self-sufficient buoyant heavy-weight founding 1, respectively.
- FIG. 2 shows an anchor plate 4 with a fastening means 5 in a basic representation.
- the anchor plate 4 with the fastening means 5 for connection to at least one anchoring means for connection to the supporting structure comprises a vertically oriented first plate 6 with the fastening means 5 and horizontally oriented second plates 7 connected to the first plate 6.
- the first plate 6 and the second plate 7 are connected to each other directly and / or via at least one connecting plate 8.
- the connecting plates 8 may also connect a first plate 6 spaced apart from the second plate 7.
- the first plate 6 and the second plate 7 have in cross-section an inverted T-shape.
- the first plate 6 is located at least partially in the solid plate 1, so that the second plates 7 are covered by a region of the solid plate 1.
- the fastener 5 of the first plate 6 is a bore.
- 2a shows a schematic front view
- FIG. 2b shows a basic plan view of the anchor plate 4.
- FIG. 3 shows an anchor plate 4 with fastening means 5 in a basic representation.
- the first plate 6 has a plurality of fastening means
- the first plate 6 is connected to the second plates 7 via transverse connection plates 8.
- the first plate 6 is arranged at a distance from the second plates 7.
- the first plate 6 may be connected to the second plates 7.
- On the first plate 6 are transversely to the first plate 6 and at an angle to the second plates 7 arranged third plates 9.
- These third plates 9 direct the tensile force of an angle greater than 0 and less than 90 ° with respect to the solid plate 1 arranged guying proportionally Compressive force to the center of the solid plate 1.
- Fig. 3a shows a schematic front view
- Fig. 3b shows a basic plan view of the anchor plate 4.
- the first plate 6 is in turn at least partially in the solid plate 1, so that the second plates 7 are covered by a portion of the solid plate 1.
- FIG. 4 shows a self-sufficient buoyant gravity foundation 1 in conjunction with a supporting structure 10 with a wind turbine 12 during transport, when lowering the heavyweight foundation and lowered on site heavyweight foundry.
- the structure 10 is a floating in the open sea and connected by guy 13 with the heavyweight foundation 1 support structure 10 for the wind turbine 12.
- the structure 10 itself has an underwater first component with buoyancy bodies 14 and the water surface 15 by cutting second component.
- the arranged below the water surface 15 first component has arranged at the vertices of a quadrangle and extending in the direction perpendicular to a plane buoyant body 14. At this the water surface 15 intersecting second component of the structure 10 is coupled.
- the buoyancy bodies 14 are connected to each other.
- the connection can be pipes, which at the same time serve for buoyancy.
- the interiors of the buoyancy bodies 14 and the tubes can advantageously define a cavity for this purpose.
- the buoyant body 14 may be a hollow cylinder with a base plate and a cover plate.
- the second component of the structure 10 has the water surface 15 intersecting support elements and support means for the tower 1 1 of the wind turbine 12th
- the floating heavyweight foundation 1 has partially flooded chambers 3, the lowering gravity forming 1 further partially flooded chambers 3 and the lowered heavyweight foundation 1 flooded chambers 3.
- the floating heavyweight foundation 1 and the floating floatable buoyancy body 14 having support structure 10 are connected to each other, the heavyweight founding and the structure 10 on site successively one lowered by flooding of the chambers 3 heavyweight foundation 1 and then a sinking by flooding the buoyancy body 14 structure 10 are.
- the lowered under the water surface 15 buoyant body 14 of the structure 10 grazing in position relative to the heavyweight foundation 1 filled with air, so that the structure 10 is a floating structure 10 and the second component is below the water surface 15.
- the buoyancy bodies 14 have for this purpose a cavity, which can be flooded with seawater as well as with a gaseous for positioning as an underwater structure Medium as air fillable cavity of the buoyant body 14 is.
- the heavyweight foundation 1 is located on the ground 16 of the lake and is connected via the anchoring means 13 to the supporting structure 10. These can be oriented vertically and / or arranged obliquely.
- the buoyancy bodies 14 of the structure 10 can also not be formed flooded, wherein the structure 10 can be pulled down on site at the anchoring means 13.
- the bases of the heavyweight foundations 1 and 10 of the structure may be the same, which may have the same dimensions.
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Foundations (AREA)
- Wind Motors (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102017104640.2A DE102017104640B4 (de) | 2017-03-06 | 2017-03-06 | Autark schwimmfähige Schwergewichtsgründung zur Verbindung mit einer schwimmfähigen Offshore-Anlage |
PCT/EP2018/055279 WO2018162377A1 (de) | 2017-03-06 | 2018-03-05 | Autark schwimmfähige schwergewichtsgründung zur verbindung mit einer schwimmfähigen offshore-anlage |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3592640A1 true EP3592640A1 (de) | 2020-01-15 |
EP3592640B1 EP3592640B1 (de) | 2020-12-30 |
Family
ID=61616989
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP18709995.7A Active EP3592640B1 (de) | 2017-03-06 | 2018-03-05 | Autark schwimmfähige schwergewichtsgründung zur verbindung mit einer schwimmfähigen offshore-anlage |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP3592640B1 (de) |
JP (1) | JP2020510145A (de) |
CN (1) | CN110382344B (de) |
DE (1) | DE102017104640B4 (de) |
ES (1) | ES2857951T3 (de) |
MY (1) | MY191382A (de) |
PT (1) | PT3592640T (de) |
WO (1) | WO2018162377A1 (de) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102019101209B4 (de) | 2019-01-17 | 2022-06-09 | Gicon Windpower Ip Gmbh | Offshore-Windkraftanlage zur Umwandlung von Windenergie in elektrische Energie |
WO2020148374A1 (de) * | 2019-01-17 | 2020-07-23 | Gicon Windpower Ip Gmbh | Offshore-windkraftanlage zur umwandlung von windenergie in elektrische energie |
DE102019104178A1 (de) * | 2019-02-19 | 2020-08-20 | GICON GROßMANN INGENIEUR CONSULT GMBH | Bohrinsel und/oder Förderinsel zur Suche, zur Förderung, zur Aufbereitung und/oder zum Weitertransport von Erdöl oder Erdgas |
GB2602284A (en) * | 2020-12-22 | 2022-06-29 | Donal Paul Oflynn | An offshore floating support |
ES2936557B2 (es) * | 2021-09-17 | 2023-07-25 | Bluenewables Sl | Dispositivo de plataforma flotante para torre eolica y metodo de montaje |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2823269A1 (de) | 1978-05-27 | 1979-11-29 | Bbc Brown Boveri & Cie | Stahlrammpfahl |
US4296706A (en) | 1978-07-13 | 1981-10-27 | The British Petroleum Company Limited | Anchor |
JPS55148681A (en) * | 1979-05-08 | 1980-11-19 | Fudo Constr Co Ltd | Underwater anchor device |
DE19641422C2 (de) | 1996-10-08 | 2000-09-07 | Willibald Fischer | Verlorene Schalung für Betonbohrpfähle und Verfahren zu ihrer Herstellung |
JP3179452B1 (ja) * | 2000-01-19 | 2001-06-25 | 中部鋼鈑株式会社 | 浮体係留用アンカーの製造方法 |
JP2001341694A (ja) * | 2000-06-02 | 2001-12-11 | Chubu Kohan Kk | 浮体係留用アンカー |
JP2002322636A (ja) * | 2001-04-25 | 2002-11-08 | Kyoei Zoki Kk | 海底に設置するアンカー |
GB0119969D0 (en) | 2001-08-16 | 2001-10-10 | Ocean Technologies Ltd | Floating offshore windtower |
JP4033391B2 (ja) * | 2002-12-04 | 2008-01-16 | 国土交通省関東地方整備局長 | アンカーブロック、水中構造体、水中構造体の設置方法 |
FR2863248A1 (fr) * | 2003-12-03 | 2005-06-10 | Vogt Didier | Element utilise pour immobiliser un bateau |
DE102009044278A1 (de) | 2009-10-16 | 2011-04-21 | JÄHNIG, Jens | Schwimmfundament mit verbesserter Abspannung |
GB2475688A (en) * | 2009-11-25 | 2011-06-01 | Gael Force Aqua Ltd | An anchor having a number of floodable chambers |
JP5838439B2 (ja) * | 2011-03-25 | 2016-01-06 | 五洋建設株式会社 | 浮体式洋上風力発電装置の設置工法および撤去工法とその構造 |
JP5878320B2 (ja) * | 2011-09-08 | 2016-03-08 | 株式会社ブリヂストン | アンカー部材及びアンカー部材の製造方法 |
CN102556291A (zh) * | 2012-01-13 | 2012-07-11 | 中国科学院广州能源研究所 | 用于漂浮式波浪能发电装置悬浮防台风的*** |
KR20150037110A (ko) * | 2013-09-30 | 2015-04-08 | 주형중 | 부유식 태양광 발전 계류 시스템 |
DE102013222081B4 (de) * | 2013-10-30 | 2016-05-12 | Gicon Windpower Ip Gmbh | In der offenen See schwimmendes und über Abspannmittel mit Ankern verbundenes Tragwerk für Windkraftanlagen, Servicestationen oder Konverterstationen |
CN204060112U (zh) * | 2013-12-24 | 2014-12-31 | 上海宝尚低碳建筑科技有限公司 | 新型钢柱脚锚栓 |
DE102015208162A1 (de) | 2015-05-04 | 2016-11-10 | Gicon Windpower Ip Gmbh | Schwimmfähiger Schwergewichtsanker zur Verankerung eines in der offenen See schwimmenden Tragwerks mit einer Windkraftanlage, Servicestation oder Konverterstation |
-
2017
- 2017-03-06 DE DE102017104640.2A patent/DE102017104640B4/de not_active Expired - Fee Related
-
2018
- 2018-03-05 CN CN201880016374.9A patent/CN110382344B/zh active Active
- 2018-03-05 WO PCT/EP2018/055279 patent/WO2018162377A1/de unknown
- 2018-03-05 JP JP2019548439A patent/JP2020510145A/ja active Pending
- 2018-03-05 MY MYPI2019005161A patent/MY191382A/en unknown
- 2018-03-05 ES ES18709995T patent/ES2857951T3/es active Active
- 2018-03-05 PT PT187099957T patent/PT3592640T/pt unknown
- 2018-03-05 EP EP18709995.7A patent/EP3592640B1/de active Active
Also Published As
Publication number | Publication date |
---|---|
CN110382344A (zh) | 2019-10-25 |
EP3592640B1 (de) | 2020-12-30 |
JP2020510145A (ja) | 2020-04-02 |
MY191382A (en) | 2022-06-22 |
DE102017104640B4 (de) | 2019-09-05 |
ES2857951T3 (es) | 2021-09-29 |
CN110382344B (zh) | 2022-03-18 |
WO2018162377A1 (de) | 2018-09-13 |
PT3592640T (pt) | 2021-03-03 |
DE102017104640A1 (de) | 2018-09-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP3592640B1 (de) | Autark schwimmfähige schwergewichtsgründung zur verbindung mit einer schwimmfähigen offshore-anlage | |
EP2360373B1 (de) | Off-Shore-Anlage, Fundament einer Off-Shore-Anlage und Verfahren zum Errichten einer Off-Shore-Anlage | |
EP1673536B1 (de) | Offshore-windenergieanlage mit einer gründung | |
DE102011052024B4 (de) | Schimmendes Bauwerk | |
DE102008003647B4 (de) | Schwimmendes Gründungstragwerk mit Auftriebskomponenten, in aufgelöster Bauweise | |
DE112018006006T5 (de) | Selbst zum Wind ausrichtende Schwimmplattform, die mehrere Windturbinen trägt und Solar für Wind und Solarenergieerzeugung und Verfahren zur Konstruktion davon | |
EP1288122B1 (de) | Schwimmfundament für ein über die Wasseroberfläche aufragendes Bauwerk | |
EP2753765B1 (de) | Geräuscharm zu installierende gründungskonstruktion einer offshore-anlage, insbesondere einer offshore-windenergieanlage und montageverfahren hierfür | |
EP3207186B1 (de) | Gründung eines offshore-bauwerks | |
EP1876093A1 (de) | Schwimmendes Offshore-Fundament und Verfahren zu dessen Herstellung | |
DE102010020995B4 (de) | Gründungssystem für die Gründung einer Offshore-Windenergieanlage | |
DE102017204121B4 (de) | Schwimmfähige Offshore-Anlage zur Umwandlung von Windenergie und/oder Sonnenenergie in elektrische Energie | |
WO2016177783A1 (de) | Schwimmfähiger schwergewichtsanker zur verankerung eines in der offenen see schwimmenden tragwerks mit einer windkraftanlage, servicestation oder konverterstation | |
EP3428345A1 (de) | Gründung für eine offshore-windenergieanlage | |
EP2623674A1 (de) | Unterkonstruktion für eine Offshore-Plattform und Verfahren zum Installieren einer derartigen Unterkonstruktion | |
DE102016011572A1 (de) | Bauwerk zur Errichtung an Gewässeroberflächen und Verfahren zu seiner Errichtung | |
WO2004020745A1 (de) | Gründung für wasserbauwerke | |
WO2010115933A2 (de) | Verfahren zum errichten einer off-shore-anlage und off-shore-anlage | |
EP3922845A1 (de) | Schwimmfähiges offshore-bauwerk und ein verfahren zu seiner installation | |
EP2743404B1 (de) | Verfahren zur Errichtung eines Offshore-Bauwerks | |
DE10117113A1 (de) | Gittermast-Monopfahl als Tragkonstruktion für offshore-Windkraftanlagen | |
DE102018124072B4 (de) | Schwimmende Gründung eines Brückenpfeilers | |
DE102013002472A1 (de) | "Schwerkraftfundament für ein Offshore-Bauwerk" | |
EP2674532B1 (de) | Verfahren und System für die Gründung eines Offshorebauwerkes | |
DE102021119100A1 (de) | Anordnung zur Gründung eines Hochbauwerks in einem wasserbedeckten Grund, insbesondere zur Monopile-Gründung einer Offshore-Windenergieanlage, und Montageverfahren hierfür |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: UNKNOWN |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE |
|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
17P | Request for examination filed |
Effective date: 20190927 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
DAV | Request for validation of the european patent (deleted) | ||
DAX | Request for extension of the european patent (deleted) | ||
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTG | Intention to grant announced |
Effective date: 20200910 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502018003493 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 1349687 Country of ref document: AT Kind code of ref document: T Effective date: 20210115 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: PT Ref legal event code: SC4A Ref document number: 3592640 Country of ref document: PT Date of ref document: 20210303 Kind code of ref document: T Free format text: AVAILABILITY OF NATIONAL TRANSLATION Effective date: 20210225 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20210331 |
|
REG | Reference to a national code |
Ref country code: NO Ref legal event code: T2 Effective date: 20201230 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20210330 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20201230 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG9D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2857951 Country of ref document: ES Kind code of ref document: T3 Effective date: 20210929 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20210430 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502018003493 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: IT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
26N | No opposition filed |
Effective date: 20211001 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20210331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210305 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210331 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20210430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210331 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230515 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20201230 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20180305 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20230414 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IE Payment date: 20240319 Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240116 Year of fee payment: 7 Ref country code: PT Payment date: 20240227 Year of fee payment: 7 Ref country code: GB Payment date: 20240322 Year of fee payment: 7 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 1349687 Country of ref document: AT Kind code of ref document: T Effective date: 20230305 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NO Payment date: 20240227 Year of fee payment: 7 Ref country code: FR Payment date: 20240320 Year of fee payment: 7 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20201230 |