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EP2697455B1 - Verfahren zur vertikalen ausrichtung eines turms - Google Patents

Verfahren zur vertikalen ausrichtung eines turms Download PDF

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Publication number
EP2697455B1
EP2697455B1 EP12714265.1A EP12714265A EP2697455B1 EP 2697455 B1 EP2697455 B1 EP 2697455B1 EP 12714265 A EP12714265 A EP 12714265A EP 2697455 B1 EP2697455 B1 EP 2697455B1
Authority
EP
European Patent Office
Prior art keywords
foundation
support member
inclination
angle
tower
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.)
Not-in-force
Application number
EP12714265.1A
Other languages
English (en)
French (fr)
Other versions
EP2697455A1 (de
Inventor
Sigurd Ramslie
Trond Kjetil Nodberg
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Seatower AS
Original Assignee
Seatower AS
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Seatower AS filed Critical Seatower AS
Publication of EP2697455A1 publication Critical patent/EP2697455A1/de
Application granted granted Critical
Publication of EP2697455B1 publication Critical patent/EP2697455B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E04H12/02—Structures made of specified materials
    • E04H12/08—Structures made of specified materials of metal
    • E04H12/085—Details of flanges for tubular masts
    • 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
    • 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
    • F05B2230/604—Assembly methods using positioning or alignment devices for aligning or centering, e.g. pins
    • F05B2230/608—Assembly methods using positioning or alignment devices for aligning or centering, e.g. pins for adjusting the position or the alignment, e.g. wedges or excenters

Definitions

  • the invention concerns foundations for supporting equipment units such as wind turbines and the like and where these foundations are configured for placements on a seabed. More specifically, the invention concerns a method of obtaining vertical alignment of a support member suitable for carrying an equipment unit such as a wind turbine or the like, and which is configured for connection to a foundation installed on a seabed.
  • a requirement for towers that support wind turbines is that they have minimal or no deviation from perfect verticality.
  • the towers have been produced as standardized components that fit onto the foundations with flange connections located above sea level.
  • the methods for leveling have hitherto focused on presenting a level flange on which to install the tower.
  • the state of the art includes DE 10 2008 000 382 A1 which describes a method of measuring vertical misalignment of a foundation of a wind energy plant.
  • Two partial units of a direction correction unit are rotated around connection surfaces until a buckling is produced above the foundation in an area between the foundation and a resting mast, such that the mast is brought spatially into a reference adjustment.
  • One of the partial units is rotated around a connection surface that is perpendicular to a foundation axis until the reference adjustment of the mast is achieved.
  • WO 2011/007065 A1 describes a marine wind turbine having a base supporting a pylon and a wind motor.
  • the base comprises a tubular cavity, a lower portion of the pylon being embedded inside said tubular cavity via a device for adjusting the inclination of the axis of said pylon relative to the axis of said tubular cavity.
  • the inclination adjustment device includes separate setting means positioned between said lower portion of the pylon and said tubular cavity; and centring means rigidly connected to the lower portion of the pylon and/or the tubular cavity, located inside said tubular cavity below said setting means and capable of maintaining the point at which the axis of the lower portion of the pole and the axis of the tubular cavity intersect in a fixed position.
  • step c comprises the removing of a region from the first end of the support member, said region having a angular dimension corresponding to the angle of inclination.
  • step d is preceded by the attachment of a first flange to the end piece.
  • step d comprises the connection of the first flange to a second flange attached on the top end of a support structure extending from the foundation.
  • step d is executed above sea level.
  • step d is executed on an offshore installation site.
  • step a is preceded by the installation of the foundation with natural as-installed inclination on a seabed below a body of water, and a free end of the support structure member is extending above sea level.
  • the invented method of achieving verticality removes the need for costly and time-consuming offshore work and logistics, by allowing the top of the foundation to remain out of vertical.
  • Figure 1 illustrates a typical situation where a foundation 1 has been installed - in a manner known in the art - on a slant or uneven seabed B.
  • the foundation comprises a ballastable buoyancy body 1a having a bottom slab 2 and a soil-penetrating skirt 3.
  • a support structure, in this embodiment a tubular column, 4 extends from the body 1a to a distance above sea level S.
  • the tower 4 Due to seabed inclination and/or uneven skirt penetration, the tower 4 has a heel angle (or angle of inclination) ⁇ . This angle of inclination may be outside of the acceptable tolerances.
  • the angle of inclination is measured and transferred to the fabrication facilities where the wind turbine tower is being manufactured.
  • Figure 2 shows the end of the tower 5 which is to be connected to the tubular column 4.
  • the figure illustrates how the angle of inclination is transferred to the end of the tower 5, and an angular section 9 is removed, e.g. by grinding or sawing, leaving an angular end piece 8, having an angle corresponding to the foundation's angle of inclination ⁇ .
  • Figures 3 and 4 illustrate the tower 5, with its angular end piece 8, connected to the inclined column 4, and the tower is arranged at a vertical orientation with in acceptable tolerances for installing a wind turbine.
  • the connection is in this embodiment accomplished via respective flanges 6, 7 (see figure 4 ).

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Wind Motors (AREA)
  • Foundations (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Insulation, Fastening Of Motor, Generator Windings (AREA)
  • Electric Cable Installation (AREA)

Claims (7)

  1. Eine Methode zum Erzielen einer vertikalen Ausrichtung eines zum Tragen einer Ausrüstungseinheit, wie einer Windturbine oder dergleichen, geeigneten Stützelements (5), und welches für eine Verbindung zu einem auf einem Meeresgrund (B) installierten Fundament (1) ausgelegt ist, wobei die Methode den Schritt umfasst:
    a) Messen des Neigungswinkels (α) des Fundaments;
    wobei die Methode weiterhin durch die Schritte gekennzeichnet wird:
    b) Übertragen des Neigungswinkels (α) auf ein erstes Ende des Stützelements (5);
    c) Formen eines Endstücks (8) am ersten Ende des Stützelements (5), wobei das Endstück (8) eine Winkelorientierung zur longitudinalen Achse (y) des Stützelements (5) aufweist, welche dem Neigungswinkel (α) entspricht; und
    d) Installieren des Stützelements mittels seines ersten Endes auf dem Fundament;
    wobei das Stützelement eine vertikale Orientierung annimmt.
  2. Die Methode nach Anspruch 1, wobei Schritt c) das Entfernen eines Bereichs (9) vom ersten Ende des Stützelements umfasst, wobei dieser Bereich (9) dem Neigungswinkel (α) entsprechende Winkelmaße aufweist.
  3. Die Methode nach Anspruch 1 oder 2, wobei dem Schritt d) das Anbringen eines ersten Flansches (6) an das Endstück (8) vorausgeht.
  4. Die Methode nach Anspruch 3, wobei Schritt d) die Verbindung des ersten Flansches (6) mit dem zweiten Flansch (7), welcher am oberen Ende der aus dem Fundament herausstehenden Stützstruktur (4) befestigt ist, umfasst.
  5. Die Methode nach einem der vorhergehenden Ansprüche, wobei Schritt d) oberhalb des Meeresspiegels (S) durchgeführt wird.
  6. Die Methode nach einem der vorhergehenden Ansprüche, wobei Schritt d) auf einer Offshore-Montageplattform ausgeführt wird.
  7. Die Methode nach einem der vorhergehenden Ansprüche, wobei dem Schritt a) die Installation des Fundaments (1) mit natürlicher, wie-installierter Neigung auf dem Meeresgrund (B) unterhalb der Wassermasse vorausgeht, und ein freies Ende des Stützstrukturelements (4) oberhalb des Meeresspiegels (S) hervorsteht.
EP12714265.1A 2011-04-13 2012-03-27 Verfahren zur vertikalen ausrichtung eines turms Not-in-force EP2697455B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20110563A NO333130B1 (no) 2011-04-13 2011-04-13 En fremgangsmate for vertikal innretting av et tarn
PCT/EP2012/055413 WO2012139881A1 (en) 2011-04-13 2012-03-27 A method of obtaining vertical alignment of a tower

Publications (2)

Publication Number Publication Date
EP2697455A1 EP2697455A1 (de) 2014-02-19
EP2697455B1 true EP2697455B1 (de) 2015-05-27

Family

ID=45954632

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12714265.1A Not-in-force EP2697455B1 (de) 2011-04-13 2012-03-27 Verfahren zur vertikalen ausrichtung eines turms

Country Status (4)

Country Link
EP (1) EP2697455B1 (de)
DK (1) DK2697455T3 (de)
NO (1) NO333130B1 (de)
WO (1) WO2012139881A1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012102821A1 (de) * 2012-03-30 2013-10-02 Werner Möbius Engineering GmbH Vorrichtung zur Ausrichtung von Offshore-Windkraftanlagen
DE202015002455U1 (de) * 2015-04-01 2015-06-01 Senvion Se Verbindungsstruktur zur Verbindung einer Gründungsstruktur mit einer Tragstruktur einer Windenergieanlage und Windenergieanlage

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008000382A1 (de) 2008-02-22 2009-09-03 Ed. Züblin Ag Richtungskorrekturelement zum Ausgleich von Schiefstellungen von Gründungen bei Windenergieanlagen und Verfahren zur Richtungskorrektur
CN101620605A (zh) 2008-07-04 2010-01-06 华为技术有限公司 搜索方法、搜索服务器和搜索系统
FR2948153B1 (fr) 2009-07-15 2011-12-30 Saipem Sa Eolienne maritime a pylone ajuste verticalement par calage
DE102010026117B4 (de) * 2010-07-05 2012-12-13 Peter Kelemen Offshore-Anlage, insbesondere Windkraftanlage

Also Published As

Publication number Publication date
EP2697455A1 (de) 2014-02-19
WO2012139881A1 (en) 2012-10-18
NO20110563A1 (no) 2012-10-15
DK2697455T3 (en) 2015-08-24
NO333130B1 (no) 2013-03-11

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