DK2931977T3 - Fremgangsmåde til forankring af en fundamentstruktur og fundamentstruktur - Google Patents
Fremgangsmåde til forankring af en fundamentstruktur og fundamentstruktur Download PDFInfo
- Publication number
- DK2931977T3 DK2931977T3 DK13794810.5T DK13794810T DK2931977T3 DK 2931977 T3 DK2931977 T3 DK 2931977T3 DK 13794810 T DK13794810 T DK 13794810T DK 2931977 T3 DK2931977 T3 DK 2931977T3
- Authority
- DK
- Denmark
- Prior art keywords
- receiving structure
- support post
- foundation
- foundation structure
- seabed
- Prior art date
Links
Classifications
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/0008—Methods for grouting offshore structures; apparatus therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- 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
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0039—Methods for placing the offshore structure
- E02B2017/0043—Placing the offshore structure on a pre-installed foundation structure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0091—Offshore structures for 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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Combustion & Propulsion (AREA)
- Chemical & Material Sciences (AREA)
- Sustainable Energy (AREA)
- Sustainable Development (AREA)
- Foundations (AREA)
- Wind Motors (AREA)
- Piles And Underground Anchors (AREA)
Claims (9)
1. Fremgangsmåde til forankring af en fundamentstruktur (3) i havbunden (1), hvilken fremgangsmåde omfatter følgende trin: at indføre mindst en modtagestruktur (6) i havbunden, at nedsætte mindst en støttepost (5) for fundamentstrukturen (3) i den mindst ene modtagestruktur (6), at tilvejebringe en forbindelse mellem modtagestrukturen (6) og fundamentstrukturen (3) ved at fylde modtagestrukturen (6) med en hærdelig fyldmasse (7), og at hærde den hærdelige fyldmasse (7), hvilken støttepost (5) fikseres i modtagestrukturen (6) før påfyldning af modtagestrukturen (6) med den hærdelige fyldmasse (7), kendetegnet ved, at fikseringen opnås ved hjælp af fikseringselementer (11), der er anbragt på støtteposten (5) , hvilke fikseringselementer (11) er udformet som elastiske, skråt placerede metalplader (11).
2. Fremgangsmåden ifølge krav 1, kendetegnet ved, at metalpladerne (11) er anbragt med en højdeforskydning i forhold til hinanden i retning af længdeaksen af støtteposten (5) .
3. Fremgangsmåden ifølge et hvilket som helst af kravene 1 og 2, kendetegnet ved, at fikseringen opnås ved hjælp af fikseringselementer (13), der er anbragt på modtagestrukturen (6) .
4. Fremgangsmåden ifølge krav 3, kendetegnet ved, at fikseringselementerne (6), der er anbragt på modtagestrukturen (6), er udformet som ringformede stålindsatser (6).
5. Fremgangsmåde ifølge et af kravene 1 til 4, kendetegnet ved, at der til fiksering udøves en trækkraft, der virker mod retningen af nedsænkningen af støtteposten (5), på støtteposten (5), før modtagestrukturen fyldes med fyldmassen.
6. Fremgangsmåden ifølge krav 5, kendetegnet ved, at trækkraften påføres via en spændkile (15) der indført mellem en øvre kant af modtagestrukturen (6) og et beslag med funktionen som en stopplade (14), der er tilvejebragt på støtteposten (5).
7. Fundamentstruktur (3), især til en havvindmølle, til forankring i havbunden (1), hvilken fundamentstruktur omfatter mindst en støttepost (5), som skal indføres i en modtagestruktur (6), hvilken støttepost (5) har fikseringselementer (11, 20) til midlertidig fiksering i modtagestrukturen (6), før grouting udføres, kendetegnet ved, at fikseringselementerne (11) er anbragt på støtteposten (5) som elastiske, skråt placerede metalplader (11).
8. Fundamentstrukturen ifølge krav 7, kendetegnet ved, at metalpladerne (11) er anbragt med en højdeforskydning i forhold til hinanden i retning af længdeaksen af støtteposten (5) .
9. Fundamentstrukturen ifølge krav 8, kendetegnet ved, at et beslag med funktionen som en stopplade (14) er tilvejebragt på støtteposten (5) .
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102012024412.6A DE102012024412A1 (de) | 2012-12-14 | 2012-12-14 | Verfahren zur Verankerung einer Gründungsstruktur und Gründungsstruktur |
| PCT/EP2013/003411 WO2014090361A1 (de) | 2012-12-14 | 2013-11-13 | Verfahren zur verankerung einer gründungsstruktur und gründungsstruktur |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| DK2931977T3 true DK2931977T3 (da) | 2018-04-23 |
Family
ID=49626893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DK13794810.5T DK2931977T3 (da) | 2012-12-14 | 2013-11-13 | Fremgangsmåde til forankring af en fundamentstruktur og fundamentstruktur |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US9574315B2 (da) |
| EP (2) | EP3222782B1 (da) |
| CA (1) | CA2893923C (da) |
| DE (1) | DE102012024412A1 (da) |
| DK (1) | DK2931977T3 (da) |
| PL (1) | PL2931977T3 (da) |
| WO (1) | WO2014090361A1 (da) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947676B (zh) * | 2015-06-29 | 2017-03-22 | 中国能源建设集团广东省电力设计研究院有限公司 | 海上灌浆防漏结构及海上灌浆防漏方法 |
| JP6611615B2 (ja) * | 2016-01-07 | 2019-11-27 | 隆幸 瓜生 | プレキャスト基礎構造及びプレキャスト基礎工法 |
| HRP20211947T1 (hr) | 2016-11-11 | 2022-03-18 | Bauer Spezialtiefbau Gmbh | Temeljni element i postupak proizvodnje temeljnog elementa |
| DE102017118375A1 (de) * | 2017-08-11 | 2019-02-14 | Innogy Se | Offshore Bauwerk |
| EP3473775A1 (en) * | 2017-10-19 | 2019-04-24 | Soletanche Freyssinet | System for anchoring a pile in a foundation hole and corresponding method |
| EP3887602B1 (en) | 2018-11-28 | 2022-12-14 | Imenco Corrosion Technology AS | A device for securing a connection to be formed between a leg of a marine structure and a pile of a fundament fastened in a seabed |
| GB201906375D0 (en) * | 2019-05-07 | 2019-06-19 | Caley Ocean Systems Ltd | Method for mechanical connection between an offshore structure and a subsea pile |
| BR202021024642U2 (pt) * | 2020-12-28 | 2023-03-07 | Nabrawind Technologies, S.L | Nova turbina eólica e sistema de ancoragem da mesma |
| CN113668526B (zh) * | 2021-10-08 | 2022-11-11 | 沈阳建筑大学 | 一种可循环利用的陆上风电基础预应力螺旋锚杆结构 |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL7409864A (nl) * | 1974-07-22 | 1976-01-26 | Panama Overseas Shipping Corp | Werkwijze ter vervaardiging van een kunstmatig eiland; alsmede kunstmatig eiland bestemd voor toepassing bij de werkwijze. |
| GB2394498B (en) * | 2002-10-23 | 2006-08-09 | Engineering Business Ltd | Mounting of offshore structures |
| DE10330963A1 (de) * | 2003-07-08 | 2005-01-27 | Repower Systems Ag | Gründung für Bauwerke |
| JP5217054B2 (ja) * | 2007-03-02 | 2013-06-19 | 住友電工スチールワイヤー株式会社 | ストランド |
| JP2008285828A (ja) * | 2007-05-15 | 2008-11-27 | Sanki Eng Co Ltd | 柱状体建付装置及び柱状体建付方法 |
| NO339381B1 (no) | 2009-07-22 | 2016-12-05 | Owec Tower As | Fremgangsmåte og anordning for å kontrollere kraftoverføring mellom en struktur og dens fundament under installasjon |
| JP5314708B2 (ja) * | 2010-08-24 | 2013-10-16 | 三菱重工業株式会社 | 風力発電装置及び風車用タワー施工方法 |
-
2012
- 2012-12-14 DE DE102012024412.6A patent/DE102012024412A1/de not_active Ceased
-
2013
- 2013-11-13 EP EP17162318.4A patent/EP3222782B1/de active Active
- 2013-11-13 US US14/651,657 patent/US9574315B2/en active Active
- 2013-11-13 PL PL13794810T patent/PL2931977T3/pl unknown
- 2013-11-13 DK DK13794810.5T patent/DK2931977T3/da active
- 2013-11-13 WO PCT/EP2013/003411 patent/WO2014090361A1/de active Application Filing
- 2013-11-13 EP EP13794810.5A patent/EP2931977B1/de active Active
- 2013-11-13 CA CA2893923A patent/CA2893923C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| US9574315B2 (en) | 2017-02-21 |
| CA2893923A1 (en) | 2014-06-19 |
| CA2893923C (en) | 2017-07-11 |
| WO2014090361A1 (de) | 2014-06-19 |
| EP2931977B1 (de) | 2018-01-10 |
| EP3222782A1 (de) | 2017-09-27 |
| EP3222782B1 (de) | 2021-09-08 |
| EP2931977A1 (de) | 2015-10-21 |
| US20150368871A1 (en) | 2015-12-24 |
| PL2931977T3 (pl) | 2018-07-31 |
| DE102012024412A1 (de) | 2014-06-18 |
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