EP3115514B1 - Ossature - Google Patents

Ossature Download PDF

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Publication number
EP3115514B1
EP3115514B1 EP16178185.1A EP16178185A EP3115514B1 EP 3115514 B1 EP3115514 B1 EP 3115514B1 EP 16178185 A EP16178185 A EP 16178185A EP 3115514 B1 EP3115514 B1 EP 3115514B1
Authority
EP
European Patent Office
Prior art keywords
concrete
supporting structure
structure according
node
produced
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.)
Active
Application number
EP16178185.1A
Other languages
German (de)
English (en)
Other versions
EP3115514A1 (fr
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.)
Europoles GmbH and Co KG
Original Assignee
Europoles GmbH and Co KG
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.)
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Publication date
Application filed by Europoles GmbH and Co KG filed Critical Europoles GmbH and Co KG
Priority to PL16178185T priority Critical patent/PL3115514T3/pl
Publication of EP3115514A1 publication Critical patent/EP3115514A1/fr
Application granted granted Critical
Publication of EP3115514B1 publication Critical patent/EP3115514B1/fr
Active legal-status Critical Current
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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
    • E02B17/0004—Nodal points
    • 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

Definitions

  • the invention relates to a structure, with several stems, which are connected to each other at nodes.
  • structures of this type are basically known and are used for example as a foundation and foundation structure for offshore wind turbines.
  • Conventional structures can be designed, for example, as jackets. This is a truss-like construction with foundation piles rammed into the seabed.
  • the framework structure of such jackets is made of steel.
  • Currently available offshore wind turbines have rated outputs of more than 5 MW and a rotor diameter of the order of 150 m. Accordingly, the size of the supporting structures required as foundation or foundation also increases.
  • conventional welded steel constructions there are considerable costs for the production of welded joints, and the associated energy consumption is considerable.
  • steel structures that are permanently in contact with seawater require extensive corrosion protection measures, which can release metals such as zinc or aluminum into the environment.
  • the invention is therefore based on the object to provide a structure that can be produced more cheaply.
  • the stems are designed as produced by centrifugal process, having a hollow cross-section and provided with a clamping reinforcement concrete stems.
  • the invention is based on the idea of replacing a conventional supporting structure designed as a steel framework by a supporting structure made of concrete stems. Concrete handles can be prefabricated by centrifuging with high accuracy and then be pre-assembled by means of prefabricated nodes to the structure, which is then towed to the desired position in the sea. Significant cost savings can be achieved in this way compared to a conventional welded construction.
  • the hollow cross-section of a concrete stem may, for example, be tubular, rectangular or hollow box cross-section.
  • Conventional concrete or alternatively UHPC concrete (ultra high performance concrete, high-performance concrete) can be used to produce the concrete stalks.
  • a node consists at least partially of concrete. Accordingly, comparatively expensive steel knot constructions, in particular those knot constructions comprising a plurality of welded joints, can be dispensed with.
  • the concrete stems can be precisely connected to one another.
  • a first variant of the structure according to the invention provides that a knot is formed as a trained in steel casting hollow body having openings for end portions of the concrete stalks and is cast after the installation of the concrete stalks with concrete or a mortar.
  • the node has several tubes, in which the end portions of the concrete stalks can be used.
  • the knot and the end portions of the concrete stems are non-positively and / or positively connected with each other, for example glued and / or screwed. Subsequently, the interior of the formed as a hollow body node is filled with the concrete or mortar.
  • a knot is made of concrete and has openings for tension strands or tension rods of the tension reinforcement.
  • a node may for example be made in a form or by means of a formwork, wherein passage openings provided for tensioning strands of the tensioning reinforcement become.
  • a knot comprises a concrete-jacketed steel plate with reinforcing plates.
  • a node thus comprises the relatively easy to manufacture steel plate, are mounted on the reinforcement plates.
  • the reinforcing sheets preferably extend in the longitudinal direction of the concrete stems perpendicular to the steel plate.
  • the attachment of this designed as a steel plate node with the concrete stems can be done via bolted flanges, which are provided both at the node and at the end portions of the concrete stems.
  • the structure according to the invention may be provided in the structure according to the invention that it is designed as a foundation for an offshore wind turbine.
  • it has anchored in the seabed piles, which are interconnected by a template made of concrete.
  • the template surrounds the piles on the outside, preferably, the template of the structure according to the invention is formed star-shaped.
  • the template may be formed as a Rüttelteil, i. the liquid concrete is shaken into a dish.
  • the structure according to the invention may be provided that it has on its upper side a made of concrete, recesses exhibiting transition element with a bearing surface for the mast of an offshore wind turbine.
  • the transition element may have a rectangular cross-section and / or be designed as a carrier grid.
  • the support grid is preferably designed as Whitney.
  • Fig. 1 is a perspective view of an offshore wind turbine 1, comprising a mast 2, on which a rotor nacelle 3 is mounted, comprising a rotor blades 4 having hub 5.
  • the offshore wind turbine 1 is arranged on a supporting structure 6, which is also referred to as a jacket due to its construction.
  • the structure 6 forms a foundation for the offshore wind turbine 1 and comprises three piles 7, which are rammed into the seabed and are interconnected by a template 8.
  • Fig. 2 is a perspective view of the structure 6
  • Fig. 3 is a side view.
  • the structure 6 comprises a plurality of concrete stems 9, which are interconnected by means of nodes 10.
  • the star-shaped template 8 has three attachment points for accounts, of which each two concrete stems 9 extend to a node. Overall, the structure 6 has three such nodes 10. From a node 10 in each case a concrete stem 9 extends to the transition element 11, which has a triangular basic shape and recesses 12.
  • Fig. 4 is a top view of the template 8
  • Fig. 5 is a sectional view of the template 8 along the line VV of Fig. 4
  • Fig. 5 shows that the template 8, which is made of reinforced concrete, has a rectangular cross-section.
  • Fig. 6 is a plan view of the transition element 11, which is like the template 8 made of reinforced concrete and forms the upper end of the structure 6.
  • a support surface for the mast 2 of the offshore wind turbine 1 is formed on the upper side of the transition element 11.
  • the transition element 11 is formed in the illustrated embodiment as a support grid, whose sections have a rectangular cross-section.
  • Fig. 7 is a sectional view and shows an embodiment of a node 13 of the structure 6 in a sectional view.
  • the node 13 is formed as openings having hollow body, which is made by steel casting. It has a total of four tubular sections, each having an opening 14 into which an end portion 15 of a concrete stem 16 is inserted.
  • the cavity in the interior of the node 13 is filled with concrete.
  • Fig. 8 shows another embodiment of a node 17, which is made of concrete.
  • the end portions 15 of the individual concrete stalks 16 are then surrounded by a mold which serves as a formwork and defines the outer surfaces of the knot 17 to be produced.
  • tension strands pipes or the like are used, which form corresponding channels for pulling the tension strands.
  • the mold is poured with concrete. After hardening, the mold is removed and tension strands 18 are drawn into the concrete stalks 16, and braced.
  • Fig. 8 it can be seen that the tension strands 18 are supported on the node 17 made of concrete.
  • the end portions of the tension strands 18 are provided with an external thread, on each of which a nut 19 is screwed.
  • the opposite ends of the tension strands 18 are anchored at the opposite end of the respective concrete stems 16.
  • the provision of the channels for the tension strands 18 allows a later control of the bias voltage and an exchange of individual tension strands.
  • tensioning rods can also be used.
  • FIGS. 9, 10 and 11 show further embodiments of a node 20, wherein Fig. 9 a side view and Fig. 10 a section along the line XX shows.
  • the node 20 comprises a steel plate 21, which has a plurality of reinforcing plates 22 which are arranged in the longitudinal direction of the concrete stalks 16 to be connected.
  • the reinforcing plates 22 are disposed on both sides of the steel plate 21, as in FIG Fig. 10 you can see.
  • the reinforcing plates 22 converge.
  • the node 20 to which a concrete stem 16 is attached the node 20 each has a flange 24.
  • the concrete stems 16 have at their outer end a corresponding flange 25, so that the node 20 can be screwed to the concrete stems 16 via the flanges 24, 25.
  • Fig. 11 shows a variant of the node 20, in which the steel plate 21 and the reinforcing plates 22 are shed with concrete 26, so that there is a cylindrical outer contour.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Wind Motors (AREA)
  • Foundations (AREA)

Claims (10)

  1. Ossature (6) appropriée comme fondation pour éolienne offshore avec plusieurs montants qui sont reliés entre eux au niveau de noeuds (10, 13, 17, 20), caractérisée en ce que les montants sont conçus comme montants en béton (9, 16) dotés d'une armature de précontrainte, réalisés par centrifugation et présentant une section creuse.
  2. Ossature selon la revendication 1, caractérisée en ce qu'un noeud (10, 13, 17, 20) est au moins partiellement en béton.
  3. Ossature selon la revendication 1 ou 2, caractérisée en ce qu'un noeud (13) est conçu comme corps creux réalisé par moulage d'acier, qui comporte des ouvertures (14) pour des sections d'extrémité (15) des montants en béton (16) et qui est coulé avec du béton et/ou du mortier après le montage des montants en béton (16).
  4. Ossature selon la revendication 1 ou 2, caractérisée en ce qu'un noeud (17) est réalisé en béton et comporte des ouvertures pour des torons précontraints (18) et/ou des barres précontraintes de l'armature de précontrainte.
  5. Ossature selon la revendication 4, caractérisée en ce que les torons précontraints (18) et/ou les barres précontraintes sont supportés au niveau du noeud (17) réalisé en béton.
  6. Ossature selon la revendication 1 ou 2, caractérisée en ce qu'un noeud (20) comprend une plaque en acier (21) avec des tôles de renfort (22) qui en option est entourée de béton.
  7. Ossature selon la revendication 6, caractérisée en ce que les tôles de renfort (22) sont disposées dans le sens longitudinal des montants en béton (16) perpendiculairement à la plaque en acier (21).
  8. Ossature selon l'une des revendications précédentes, caractérisée en ce qu'elle est conçue comme fondation pour une éolienne offshore (1) et qu'elle comporte des pieux (7) de préférence ancrés ou susceptibles d'être ancrés au fond marin, lesdits pieux étant reliés entre eux par un gabarit (8) réalisé en béton.
  9. Ossature selon la revendication 8, caractérisée en ce que le gabarit (8) est réalisé en forme d'étoile ou de triangle.
  10. Ossature selon la revendication 8 ou 9, caractérisée en ce qu'elle comporte au niveau de sa partie supérieure un élément de transition (11) réalisé en béton, comportant des évidements (12), avec une surface d'appui pour un mât (2) d'une éolienne offshore (1).
EP16178185.1A 2015-07-10 2016-07-06 Ossature Active EP3115514B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL16178185T PL3115514T3 (pl) 2015-07-10 2016-07-06 Konstrukcja nośna

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102015111225.6A DE102015111225A1 (de) 2015-07-10 2015-07-10 Tragwerk

Publications (2)

Publication Number Publication Date
EP3115514A1 EP3115514A1 (fr) 2017-01-11
EP3115514B1 true EP3115514B1 (fr) 2017-12-20

Family

ID=56360320

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16178185.1A Active EP3115514B1 (fr) 2015-07-10 2016-07-06 Ossature

Country Status (4)

Country Link
EP (1) EP3115514B1 (fr)
DE (1) DE102015111225A1 (fr)
DK (1) DK3115514T3 (fr)
PL (1) PL3115514T3 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017115817A1 (de) * 2017-07-13 2019-01-17 Ramboll IMS Ingenieurgesellschaft mbH Gründung für eine Offshore-Windenergieanlage
CN114575373B (zh) * 2022-04-06 2022-12-23 中山大学 一种海上风机支撑结构

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5310273A (en) * 1991-07-09 1994-05-10 Yamaha Hatsudoki Kabushiki Kaisha Joint for truss structure
DE20009230U1 (de) * 2000-05-18 2000-12-07 Smolny Rudolf W System zur Montagebauweise mit Betonrohrkern
DE102004044320A1 (de) * 2004-09-10 2006-03-30 Oehme, Hermann R. Gitterturm für Windenergieanlage
PT2753765E (pt) * 2012-02-03 2016-02-10 Vallourec Deutschland Gmbh Construção de fundação de uma instalação offshore, nomeadamente, uma instalação de energia eólica cuja montagem seja de baixo ruído e os respetivos processos de montagem

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
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Also Published As

Publication number Publication date
EP3115514A1 (fr) 2017-01-11
DK3115514T3 (en) 2018-03-19
PL3115514T3 (pl) 2018-05-30
DE102015111225A1 (de) 2017-01-12

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