DK2630307T3 - Fundament til en vindmølle og fremgangsmåde til fremstilling af samme - Google Patents
Fundament til en vindmølle og fremgangsmåde til fremstilling af samme Download PDFInfo
- Publication number
- DK2630307T3 DK2630307T3 DK11776076.9T DK11776076T DK2630307T3 DK 2630307 T3 DK2630307 T3 DK 2630307T3 DK 11776076 T DK11776076 T DK 11776076T DK 2630307 T3 DK2630307 T3 DK 2630307T3
- Authority
- DK
- Denmark
- Prior art keywords
- foundation
- base
- sections
- wind turbine
- clamping elements
- Prior art date
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/22—Foundations specially adapted for wind motors
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
- E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
- E04H12/342—Arrangements for stacking tower sections on top of each other
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
- F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
- F05B2230/00—Manufacture
- F05B2230/60—Assembly methods
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
- F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
- F05B2240/00—Components
- F05B2240/40—Use of a multiplicity of similar components
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
- Y02P70/50—Manufacturing or production processes characterised by the final manufactured product
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49316—Impeller making
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Sustainable Development (AREA)
- Sustainable Energy (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Wind Motors (AREA)
Claims (15)
1. Fremgangsmåde til at samle et fundament (12) til et offshore vindmølleanlæg, idet fundamentet har et moduldesign omfattende en base (30) og en flerhed af fundamentafsnit (32), idet fremgangsmåden omfatter: at sænke basen (30) af fundamentet gennem et vandelement for at placere basen på en havbund; at arrangere en flerhed af tilspændingselementer (38) til efter-tilspænding af fundamentet til at strække fra basen til en anden placering som støder op til en overflade på vandelementet; at tråde en ende (64) af tilspændingselementerne (38) ved den anden placering gennem huller (46) dannet i et fundamentafsnit (32) og nedsænkning mod basen (30) således at bevægelse af fundamentafsnittet (32) mod basen guides af tilspændingselementerne (38); og at gentage trådnings -og nedsænkningstrinnene for at stable en flerhed af fundamentafsnit (32) på basen og derved samle vindmøllefundamentet.
2. Fremgangsmåde ifølge krav 1, hvor den anden placering er over overfladen på vandelementet.
3. Fremgangsmåde ifølge krav 1 eller 2, endvidere omfattende tilspænding af tilspændingselementerne (38) efter at have stablet flerheden af fundamentafsnit (32) på basen.
4. Fremgangsmåde ifølge krav 3, hvor tilspænding af tilspændingselementerne (38) udføres fra en placering over vandoverfladen.
5. Fremgangsmåde ifølge et hvilket som helst af de foregående krav, endvidere omfattende: at anvende tilspændingselementerne (38) til selvindstilling af hullerne (46) i flerheden af fundamentafsnit; og at fylde hullerne (46) med et fyldstofmateriale (54) efter at have stablet flerheden af fundamentafsnit på basen.
6. Fremgangsmåde ifølge et hvilket som helst af de foregående krav, hvor hvert af fundamentafsnittene omfatter en central passage (44) indenbords i hullerne (46), idet fremgangsmåden endvidere omfatter: at anvende tilspændingselementerne (38) til selvindstilling af de centrale passager (44) i flerheden af fundamentafsnit; og at fylde de centrale passager med et fyldstofmateriale (56) efter at have stablet flerheden af fundamentafsnit på basen.
7. Fremgangsmåde til at konstruere et offshore vindmølleanlæg, omfattende: at samle et fundament (12) til en vindmølle ifølge fremgangsmåden ifølge et hvilket som helst af kravene 1-6; og at koble en vindmølle til fundamentet.
8. Fremgangsmåde til at samle et fundament (12) til en vindmølle, idet fundamentet har et moduldesign omfattende en base (30) og en flerhed af fundamentafsnit (32), idet fremgangsmåden omfatter: at placere basen (30) af fundamentet på en bæreoverflade; at arrangere en flerhed af tilspændingselementer (38) til efter-tilspænding af fundamentet til at strække fra basen (30) til en anden placering anbragt med mellemrum til basen; og at stable flerheden af fundamentafsnit (32) på basen ved fortløbende at tråde en ende (64) af tilspændingselementerne (38) ved den anden placering gennem huller (46) dannet i fundamentafsnittene (32) således at bevægelse af fundamentafsnittene (32) fra den anden placering mod basen guides af tilspændingselementerne (38).
9. Fremgangsmåde ifølge krav 8, endvidere omfattende tilspænding af tilspændingselementerne (38) efter at have stablet flerheden af fundamentafsnit (32) på basen.
10. Fremgangsmåde ifølge krav 9, hvor tilspænding af tilspændingselementerne (38) udføres fra en øverste ende af fundamentet.
11. Fremgangsmåde ifølge et hvilket som helst af kravene 8 til 10, endvidere omfattende: at anvende tilspændingselementerne (38) til selvindstilling af hullerne (46) i flerheden af fundamentafsnit; og at fylde hullerne med et fyldstofmateriale (54) efter at have stablet flerheden af fundamentafsnit på basen.
12. Fremgangsmåde ifølge et hvilket som helst af kravene 8 til 11, hvor hvert fundamentafsnit omfatter en central passage (44) indenbords i hullerne (46), idet fremgangsmåden endvidere omfatter: at anvende tilspændingselementerne (38) til selvindstilling af de centrale passager (44) i flerheden af fundamentafsnit; og at fylde de centrale passager (44) med et fyldstofmateriale (56) efter at have stablet flerheden af fundamentafsnit på basen.
13. Fundament (12) til et offshore vindmølleanlæg, omfattende en base (30) placeret på havbunden af et vandelement; en flerhed af serie-stablede fundamentafsnit (32) oven på hinanden der strækker sig til en placering over overfladen på vandelementet; kendetegnet ved at: en flerhed af tilspændingselementer (38) tilvejebringes, idet hvert tilspændingselement (38) har en første ende (40) permanent indesluttet i basen (30) og en anden ende (64) der støder op til en overflade på vandelementet, idet tilspændingselementerne er tilspændt for at sammenpresse fundamentet; og idet hvert fundamentafsnit (32) har en flerhed af huller (46) som hvert modtager en respektiv en af flerheden af tilspændingselementer (38) derigennem.
14. Fundament ifølge krav 13, hvor basen (30) omfatter et tværsnit større end tværsnittet for flerheden af fundamentafsnittene.
15. Fundament ifølge krav 13 eller 14, hvor fundamentafsnittene har ender (68), der ligger over for ender på tilstødende fundamentafsnit (32) med ikke-plane kontaktpunkter der samarbejder for at orientere et fundamentafsnit i forhold til dets tilstødende fundamentafsnit.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US39487310P | 2010-10-20 | 2010-10-20 | |
DKPA201070519 | 2010-11-29 | ||
PCT/DK2011/050395 WO2012052029A1 (en) | 2010-10-20 | 2011-10-18 | Foundation for a wind turbine and method of making same |
Publications (1)
Publication Number | Publication Date |
---|---|
DK2630307T3 true DK2630307T3 (da) | 2016-11-21 |
Family
ID=44883035
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DK11776076.9T DK2630307T3 (da) | 2010-10-20 | 2011-10-18 | Fundament til en vindmølle og fremgangsmåde til fremstilling af samme |
Country Status (6)
Country | Link |
---|---|
US (1) | US10107265B2 (da) |
EP (1) | EP2630307B1 (da) |
CN (1) | CN103492644B (da) |
DK (1) | DK2630307T3 (da) |
PT (1) | PT2630307T (da) |
WO (1) | WO2012052029A1 (da) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2396087B1 (es) | 2011-06-30 | 2014-05-19 | Acciona Windpower, S.A. | Procedimiento de montaje de un aerogenerador y aerogenerador montado según dicho procedimiento |
WO2013074008A1 (en) * | 2011-11-18 | 2013-05-23 | Telefonaktiebolaget L M Ericsson (Publ) | Method and arrangement relating to atennna mast of wireless communication system |
BR112015002426A2 (pt) * | 2012-08-03 | 2017-07-04 | D Lockwood James | torre de turbina de vento segmentada protendida de concreto pré-moldado |
KR101447108B1 (ko) * | 2012-09-20 | 2014-10-06 | 한국해양과학기술원 | 해상풍력 지지구조 |
EP2963183A1 (en) * | 2014-06-30 | 2016-01-06 | Siemens Aktiengesellschaft | Offshore support structure, offshore tower installation with the offshore support structure and offshore wind power plant with the offshore tower installation |
WO2016066345A1 (en) * | 2014-10-30 | 2016-05-06 | Byo Towers, S.L. | Method for installing a hollow concrete tower made from more than one segment and corresponding hollow concrete tower |
MX2018002590A (es) | 2015-08-31 | 2018-11-09 | Wind Tower Tech Llc | Sistema y metodo para instalar un tendon tensado en una torre de turbina de viento. |
CA2916228C (en) * | 2015-12-23 | 2019-02-26 | 649119 N.B. Inc. | Pre-cast concrete foundation of modular construction for telecommunication or wind turbine tower |
DK3211154T3 (da) * | 2016-02-26 | 2022-05-02 | Nordex Energy Spain S A | Fremgangsmåde til fremstilling af betontårne til vindmøller |
ES2922889T3 (es) * | 2016-10-24 | 2022-09-21 | Nordex Energy Spain S A | Torre de turbina eólica sobre cimentación |
DE102018131443A1 (de) * | 2018-12-07 | 2020-06-10 | Wobben Properties Gmbh | Fundamentanordnung, Adapterelement, Spannvorrichtung und Turm einer Windenergieanlage sowie Verfahren zum Vorspannen eines Turms einer Windenergieanlage |
DE102019111430A1 (de) * | 2019-05-03 | 2020-11-05 | Innogy Se | Verbindung bei Gründungen |
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US8240955B2 (en) * | 2010-06-29 | 2012-08-14 | General Electric Company | Tower segments and method for off-shore wind turbines |
US20110138704A1 (en) * | 2010-06-30 | 2011-06-16 | General Electric Company | Tower with tensioning cables |
US8544214B2 (en) * | 2010-12-07 | 2013-10-01 | General Electric Company | Wind turbine tower assembly and method for assembling the same |
ES2396087B1 (es) * | 2011-06-30 | 2014-05-19 | Acciona Windpower, S.A. | Procedimiento de montaje de un aerogenerador y aerogenerador montado según dicho procedimiento |
WO2013074008A1 (en) * | 2011-11-18 | 2013-05-23 | Telefonaktiebolaget L M Ericsson (Publ) | Method and arrangement relating to atennna mast of wireless communication system |
BR112015002426A2 (pt) * | 2012-08-03 | 2017-07-04 | D Lockwood James | torre de turbina de vento segmentada protendida de concreto pré-moldado |
KR101447108B1 (ko) * | 2012-09-20 | 2014-10-06 | 한국해양과학기술원 | 해상풍력 지지구조 |
EP2963183A1 (en) * | 2014-06-30 | 2016-01-06 | Siemens Aktiengesellschaft | Offshore support structure, offshore tower installation with the offshore support structure and offshore wind power plant with the offshore tower installation |
CA2916228C (en) * | 2015-12-23 | 2019-02-26 | 649119 N.B. Inc. | Pre-cast concrete foundation of modular construction for telecommunication or wind turbine tower |
-
2011
- 2011-10-18 PT PT117760769T patent/PT2630307T/pt unknown
- 2011-10-18 EP EP11776076.9A patent/EP2630307B1/en active Active
- 2011-10-18 DK DK11776076.9T patent/DK2630307T3/da active
- 2011-10-18 US US13/880,649 patent/US10107265B2/en active Active
- 2011-10-18 WO PCT/DK2011/050395 patent/WO2012052029A1/en active Application Filing
- 2011-10-18 CN CN201180050813.6A patent/CN103492644B/zh active Active
Also Published As
Publication number | Publication date |
---|---|
WO2012052029A1 (en) | 2012-04-26 |
US20140044554A1 (en) | 2014-02-13 |
EP2630307A1 (en) | 2013-08-28 |
CN103492644B (zh) | 2015-12-16 |
EP2630307B1 (en) | 2016-09-21 |
CN103492644A (zh) | 2014-01-01 |
PT2630307T (pt) | 2016-10-27 |
US10107265B2 (en) | 2018-10-23 |
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