[go: up one dir, main page]

EP3115514A1 - Supporting structure - Google Patents

Supporting structure Download PDF

Info

Publication number
EP3115514A1
EP3115514A1 EP16178185.1A EP16178185A EP3115514A1 EP 3115514 A1 EP3115514 A1 EP 3115514A1 EP 16178185 A EP16178185 A EP 16178185A EP 3115514 A1 EP3115514 A1 EP 3115514A1
Authority
EP
European Patent Office
Prior art keywords
concrete
structure according
stems
node
supporting structure
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
Application number
EP16178185.1A
Other languages
German (de)
French (fr)
Other versions
EP3115514B1 (en
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.)
Filing date
Publication date
Application filed by Europoles GmbH and Co KG filed Critical Europoles GmbH and Co KG
Priority to PL16178185T priority Critical patent/PL3115514T3/en
Publication of EP3115514A1 publication Critical patent/EP3115514A1/en
Application granted granted Critical
Publication of EP3115514B1 publication Critical patent/EP3115514B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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 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 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)

Abstract

Die Erfindung betrifft ein Tragwerk (6), mit mehreren Stielen, die an Knoten (10, 13, 17, 20) miteinander verbunden sind, wobei die Stiele als im Schleuderverfahren hergestellte, einen Hohlquerschnitt aufweisende und mit einer Spannbewehrung versehene Betonstiele (9, 16) ausgebildet sind.The invention relates to a supporting structure (6) with a plurality of stems which are connected to one another at nodes (10, 13, 17, 20), the stems being constructed as a centrifugally produced, hollow cross - sectioned concrete stems (9, 16 ) are formed.

Description

Die Erfindung betrifft ein Tragwerk, mit mehreren Stielen, die an Knoten miteinander verbunden sind.The invention relates to a structure, with several stems, which are connected to each other at nodes.

Tragwerke dieser Art werden beispielsweise als Fundament und Gründungsstruktur für Offshore-Windkraftanlagen eingesetzt. Herkömmliche Tragwerke können zum Beispiel als Jackets ausgebildet sein. Dabei handelt es sich um eine fachwerkartige Konstruktion mit in den Meeresboden gerammten Fundamentpfählen. Die Fachwerkstruktur derartiger Jackets besteht aus Stahl. Derzeit verfügbare Offshore-Windkraftanlagen weisen Nennleistungen von mehr als 5 MW sowie einen Rotordurchmesser in der Größenordnung von 150 m auf. Dementsprechend nimmt auch die Größe der als Fundament oder Gründung benötigten Tragwerke zu. Bei herkömmlichen, geschweißten Stahlkonstruktionen fallen beträchtliche Kosten für die Herstellung der Schweißverbindungen an, auch der damit verbundene Energieverbrauch ist beträchtlich. Zudem erfordern Stahlkonstruktionen, die permanent mit Seewasser in Kontakt sind, aufwändige Korrosionsschutzmaßnahmen, wodurch Metalle wie Zink oder Aluminium in die Umwelt freigesetzt werden können.Structures of this type 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. In conventional welded steel constructions, there are considerable costs for the production of welded joints, and the associated energy consumption is considerable. In addition, 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.

Der Erfindung liegt daher die Aufgabe zugrunde, ein Tragwerk anzugeben, das kostengünstiger hergestellt werden kann.The invention is therefore based on the object to provide a structure that can be produced more cheaply.

Zur Lösung dieser Aufgabe ist bei einem Tragwerk der eingangs genannten Art erfindungsgemäß vorgesehen, dass die Stiele als im Schleuderverfahren hergestellte, einen Hohlquerschnitt aufweisende und mit einer Spannbewehrung versehene Betonstiele ausgebildet sind.To solve this problem, it is provided according to the invention in a structure of the type mentioned that the stems are designed as produced by centrifugal process, having a hollow cross-section and provided with a clamping reinforcement concrete stems.

Die Erfindung beruht auf der Idee, ein herkömmliches, als Stahlfachwerk ausgebildetes Tragwerk durch ein aus Betonstielen hergestelltes Tragwerk zu ersetzen. Betonstiele können im Schleuderverfahren mit hoher Genauigkeit vorgefertigt und anschließend mittels vorgefertigter Knoten zu dem Tragwerk vormontiert werden, das anschließend an die gewünschte Position im Meer geschleppt wird. Im Vergleich zu einer herkömmlichen Schweißkonstruktion lassen sich auf diese Weise beträchtliche Kosteneinsparungen erzielen.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.

Der Hohlquerschnitt eines Betonstiels kann beispielsweise rohrförmig, rechteckig oder als Hohlkastenquerschnitt ausgebildet sein. Zur Herstellung der Betonstiele kann herkömmlicher Beton oder alternativ UHPC-Beton (ultra high performance concrete, Hochleistungsbeton) eingesetzt werden.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.

Mit besonderem Vorteil kann es bei dem erfindungsgemäßen Tragwerk vorgesehen sein, dass ein Knoten zumindest teilweise aus Beton besteht. Dementsprechend können vergleichsweise teure Knotenkonstruktionen aus Stahl, insbesondere solche Knotenkonstruktionen, die eine Vielzahl von Schweißverbindungen umfassen, entfallen. Durch die erfindungsgemäß vorgesehene Herstellung der Knoten aus Beton können die Betonstiele präzise miteinander verbunden werden.With particular advantage it may be provided in the structure according to the invention that 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. By virtue of the production of knots made of concrete provided according to the invention, the concrete stems can be precisely connected to one another.

Eine erste Variante des erfindungsgemäßen Tragwerks sieht vor, dass ein Knoten als im Stahlgussverfahren ausgebildeter Hohlkörper ausgebildet ist, der Öffnungen für Endabschnitte der Betonstiele aufweist und der nach der Montage der Betonstiele mit Beton oder einem Mörtel vergossen ist. Der Knoten weist dabei mehrere Röhren auf, in die die Endabschnitte der Betonstiele eingesetzt werden können. Der Knoten und die Endabschnitte der Betonstiele werden kraft- und/oder form-schlüssig miteinander verbunden, beispielsweise verklebt und/oder verschraubt. Anschließend wird der Innenraum des als Hohlkörper ausgebildeten Knotens mit dem Beton oder Mörtel verfüllt.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 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.

Gemäß einer zweiten Ausgestaltung des erfindungsgemäßen Tragwerks kann es vorgesehen sein, dass ein Knoten aus Beton hergestellt ist und Öffnungen für Spannlitzen oder Spannstäbe der Spannbewehrung aufweist. Ein derartiger Knoten kann beispielsweise in einer Form oder mittels einer Schalung hergestellt sein, wobei Durchgangsöffnungen für Spannlitzen der Spannbewehrung vorgesehen werden. Nach der Herstellung des Knotens erfolgt die Montage der Betonstiele, daraufhin werden die Spannlitzen oder die Spannstäbe mittels entsprechender Spannvorrichtungen gespannt, um eine Vorspannung in den Betonstielen zu erzeugen. Im ausgehärteten Zustand stützen sich die Spannlitzen oder die Spannstäbe an dem aus Beton hergestellten Knoten ab, wodurch der Knoten vorgespannt wird.According to a second embodiment of the structure according to the invention, it can be provided that a knot is made of concrete and has openings for tension strands or tension rods of the tension reinforcement. Such 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. After the production of the knot, the assembly of the concrete stems, then the tension strands or the tension rods are tensioned by means of appropriate tensioning devices to produce a bias in the concrete stalks. In the cured state, the tension strands or tie rods are supported on the knot made of concrete, thereby biasing the knot.

Gemäß einer weiteren Alternative des erfindungsgemäßen Tragwerks kann es vorgesehen sein, dass ein Knoten eine mit Beton ummantelte Stahlplatte mit Verstärkungsblechen umfasst. Ein derartiger Knoten umfasst somit die vergleichsweise einfach herzustellende Stahlplatte, auf der Verstärkungsbleche angebracht sind. Die Verstärkungsbleche erstrecken sich vorzugsweise in Längsrichtung der Betonstiele senkrecht zur Stahlplatte. Die Befestigung dieses als Stahlplatte ausgebildeten Knotens mit den Betonstielen kann über verschraubte Flansche erfolgen, die sowohl an dem Knoten als auch an den Endabschnitten der Betonstiele vorgesehen sind.According to a further alternative of the structure according to the invention, it may be provided that a knot comprises a concrete-jacketed steel plate with reinforcing plates. Such 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.

Mit besonderem Vorteil kann es bei dem erfindungsgemäßen Tragwerk vorgesehen sein, dass es als Fundament für eine Offshore-Windkraftanlage ausgebildet ist. Vorzugsweise weist es im Meeresboden verankerte Pfähle auf, die durch eine aus Beton hergestellte Schablone miteinander verbunden sind. Die Schablone umgibt die Pfähle außenseitig, vorzugsweise ist die Schablone des erfindungsgemäßen Tragwerks sternförmig ausgebildet. Die Schablone kann als Rüttelteil ausgebildet sein, d.h. der flüssige Beton wird in eine Schale eingerüttelt.With particular advantage, it may be provided in the structure according to the invention that it is designed as a foundation for an offshore wind turbine. Preferably, 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.

In weiterer Ausgestaltung des erfindungsgemäßen Tragwerks kann es vorgesehen sein, dass es an seiner Oberseite ein aus Beton hergestelltes, Aussparungen aufweisendes Übergangselement mit einer Auflagefläche für den Mast einer Offshore-Windkraftanlage aufweist. Das Übergangselement kann einen rechteckigen Querschnitt besitzen und/oder als Trägerrost ausgebildet sein. Der Trägerrost ist bevorzugt als Rüttelteil ausgebildet.In a further embodiment of the structure according to the invention, it 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 Rüttelteil.

Die Erfindung wird nachfolgend anhand von Ausführungsbeispielen unter Bezugnahme auf die Zeichnungen beschrieben. Die Zeichnungen sind schematische Darstellungen und zeigen:

Fig. 1
eine perspektivische Ansicht einer Offshore-Windkraftanalage;
Fig. 2
eine perspektivische Ansicht eines Ausführungsbeispiels eines erfindungsgemäßen Tragwerks;
Fig. 3
eine Seitenansicht des Tragwerks von Fig. 2;
Fig. 4
eine Draufsicht einer Schablone für ein Tragwerk;
Fig. 5
eine geschnittene Ansicht der in Fig. 4 gezeigten Schablone;
Fig. 6
eine Draufsicht eines Übergangselements für ein Tragwerk;
Fig. 7
eine geschnittene Ansicht eines Knotens eines erfindungsgemäßen Tragwerks;
Fig. 8
ein weiteres Ausführungsbeispiel eines Knotens eines erfindungsgemäßen Tragwerks in einer geschnittenen Ansicht;
Fig. 9
eine geschnittene Ansicht eines weiteren Ausführungsbeispiels eines Knotens eines erfindungsgemäßen Tragwerks;
Fig. 10
einen Schnitt entlang der Linie X-X von Fig. 9; und
Fig. 11
eine abgewandelte Ausführung des in Fig. 9 gezeigten Knotens in einer geschnittenen Ansicht.
The invention will now be described by way of example with reference to the drawings. The drawings are schematic representations and show:
Fig. 1
a perspective view of an offshore Windkraftanalage;
Fig. 2
a perspective view of an embodiment of a structure according to the invention;
Fig. 3
a side view of the structure of Fig. 2 ;
Fig. 4
a plan view of a template for a structure;
Fig. 5
a sectional view of the in Fig. 4 stencil shown;
Fig. 6
a plan view of a transition element for a structure;
Fig. 7
a sectional view of a node of a structure according to the invention;
Fig. 8
a further embodiment of a node of a structure according to the invention in a sectional view;
Fig. 9
a sectional view of another embodiment of a node of a structure according to the invention;
Fig. 10
a section along the line XX of Fig. 9 ; and
Fig. 11
a modified embodiment of in Fig. 9 shown knot in a cut view.

Fig. 1 ist eine perspektivische Ansicht einer Offshore-Windkraftanlage 1, umfassend einen Mast 2, auf dem eine Rotorgondel 3 angebracht ist, die eine Rotorblätter 4 aufweisende Nabe 5 umfasst. Die Offshore-Windkraftanlage 1 ist auf einem Tragwerk 6 angeordnet, das aufgrund seiner Bauweise auch als Jacket bezeichnet wird. Das Tragwerk 6 bildet ein Fundament für die Offshore-Windkraftanlage 1 und umfasst drei Pfähle 7, die in den Meeresboden gerammt sind und durch eine Schablone 8 miteinander verbunden sind. 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 ist eine perspektivische Ansicht des Tragwerks 6, Fig. 3 ist eine Seitenansicht. Das Tragwerk 6 umfasst mehrere Betonstiele 9, die mittels Knoten 10 miteinander verbunden sind. Die sternförmige Schablone 8 weist drei Befestigungspunkte für Konten auf, von denen sich jeweils zwei Betonstiele 9 zu einem Knoten erstrecken. Insgesamt weist das Tragwerk 6 drei derartige Knoten 10 auf. Von einem Knoten 10 erstreckt sich jeweils ein Betonstiel 9 zu dem Übergangselement 11, das eine dreieckige Grundform und Aussparungen 12 aufweist. 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 ist eine Draufsicht der Schablone 8, Fig. 5 ist eine geschnittene Ansicht der Schablone 8 entlang der Line V-V von Fig. 4. Fig. 5 zeigt, dass die Schablone 8, die aus Stahlbeton hergestellt ist, einen rechteckigen Querschnitt aufweist. 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 ist eine Draufsicht des Übergangselements 11, das wie die Schablone 8 in Stahlbetonbauweise hergestellt ist und das obere Ende des Tragwerks 6 bildet. Auf der Oberseite des Übergangselements 11 ist eine Auflagefläche für den Mast 2 der Offshore-Windkraftanlage 1 gebildet. Das Übergangselement 11 ist in dem dargestellten Ausführungsbeispiel als Trägerrost ausgebildet, dessen Abschnitte einen rechteckigen Querschnitt aufweisen. 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. On the upper side of the transition element 11, a support surface for the mast 2 of the offshore wind turbine 1 is formed. The transition element 11 is formed in the illustrated embodiment as a support grid, whose sections have a rectangular cross-section.

Fig. 7 ist eine geschnittene Ansicht und zeigt ein Ausführungsbeispiel eines Knotens 13 des Tragwerks 6 in einer geschnittenen Ansicht. Der Knoten 13 ist als Öffnungen aufweisender Hohlkörper ausgebildet, der im Stahlgussverfahren hergestellt ist. Er weist insgesamt vier rohrförmige Abschnitte auf, die jeweils eine Öffnung 14 aufweisen, in die ein Endabschnitt 15 eines Betonstiels 16 einsetzbar ist. 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.

Nach der Montage der mehreren Betonstiele 16 wird der Hohlraum im Inneren des Knotens 13 mit Beton verfüllt.After mounting the plurality of concrete stems 16, the cavity in the interior of the node 13 is filled with concrete.

Fig. 8 zeigt ein weiteres Ausführungsbeispiel eines Knotens 17, der aus Beton hergestellt ist. Dazu werden mehrere Betonstiele 16, die in dem Knoten 17 münden, zueinander ausgerichtet und positioniert. Die Endabschnitte 15 der einzelnen Betonstiele 16 werden dann mit einer Form umgeben, die als Schalung dient und die äußeren Flächen des herzustellenden Knotens 17 definiert. Für später zu montierende Spannlitzen werden Rohre oder dergleichen verwendet, die entsprechende Kanäle zum Einziehen der Spannlitzen bilden. Anschließend wird die Form mit Beton vergossen. Nach dem Erhärten wird die Form entfernt und es werden Spannlitzen 18 in die Betonstiele 16 eingezogen, und verspannt. In Fig. 8 erkennt man, dass die Spannlitzen 18 sich an dem aus Beton hergestellten Knoten 17 abstützen. Die Endabschnitte der Spannlitzen 18 sind mit einem Außengewinde versehen, auf das jeweils eine Mutter 19 geschraubt ist. Die entgegengesetzten Enden der Spannlitzen 18 sind am entgegengesetzten Ende der jeweiligen Betonstiele 16 verankert. Das Vorsehen der Kanäle für die Spannlitzen 18 ermöglicht eine spätere Kontrolle der Vorspannung sowie einen Austausch einzelner Spannlitzen. Anstelle der Spannlitzen können auch Spannstäbe verwendet werden. Fig. 8 shows another embodiment of a node 17, which is made of concrete. For this purpose, a plurality of concrete stalks 16, which open in the node 17, aligned and positioned to each other. 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. For later to be installed tension strands pipes or the like are used, which form corresponding channels for pulling the tension strands. Then 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. In 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. Instead of the tensioning strands tensioning rods can also be used.

Die Figuren 9, 10 und 11 zeigen weitere Ausführungsbeispiele eines Knotens 20, wobei Fig. 9 eine Seitenansicht und Fig. 10 einen Schnitt entlang der Linie X-X zeigt. Der Knoten 20 umfasst eine Stahlplatte 21, die mehrere Verstärkungsbleche 22 aufweist, die in Längsrichtung der zu verbindenden Betonstiele 16 angeordnet sind. Die Verstärkungsbleche 22 sind auf beiden Seiten der Stahlplatte 21 angeordnet, wie in Fig. 10 zu sehen ist. In einem Punkt 23 laufen die Verstärkungsbleche 22 zusammen. An denjenigen Seiten des Knotens 20, an denen ein Betonstiel 16 angebracht ist, weist der Knoten 20 jeweils einen Flansch 24 auf. Die Betonstiele 16 weisen an ihrem äußeren Ende einen entsprechenden Flansch 25 auf, sodass der Knoten 20 mit den Betonstielen 16 über die Flansche 24, 25 verschraubt werden kann.The 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. At a point 23, the reinforcing plates 22 converge. On those sides of 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 zeigt eine Variante des Knotens 20, bei der die Stahlplatte 21 und die Verstärkungsbleche 22 mit Beton 26 vergossen sind, sodass sich eine zylinderförmige Außenkontur ergibt. 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.

Claims (10)

Tragwerk (6), mit mehreren Stielen, die an Knoten (10, 13, 17, 20) miteinander verbunden sind, dadurch gekennzeichnet, dass die Stiele als im Schleuderverfahren hergestellte, einen Hohlquerschnitt aufweisende und mit einer Spannbewehrung versehene Betonstiele (9, 16) ausgebildet sind.Supporting structure (6), with a plurality of stems, which are connected to each other at knots (10, 13, 17, 20), characterized in that the stems as a centrifugally produced, a hollow cross-section and provided with a clamping reinforcement concrete stems (9, 16) are formed. Tragwerk nach Anspruch 1, dadurch gekennzeichnet, dass ein Knoten (10, 13, 17, 20) zumindest teilweise aus Beton besteht.Structure according to claim 1, characterized in that a node (10, 13, 17, 20) consists at least partially of concrete. Tragwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass ein Knoten (13) als im Stahlgussverfahren hergestellter Hohlkörper ausgebildet ist, der Öffnungen (14) für Endabschnitte (15) der Betonstiele (16) aufweist und der nach der Montage der Betonstiele (16) mit Beton und/oder Mörtel vergossen ist.Supporting structure according to Claim 1 or 2, characterized in that a knot (13) is designed as a hollow body produced in the cast steel method, which has openings (14) for end sections (15) of the concrete stems (16) and which, after installation, the concrete stems (16). shed with concrete and / or mortar. Tragwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass ein Knoten (17) aus Beton hergestellt ist und Öffnungen für Spannlitzen (18) und/oder Spannstäbe der Spannbewehrung aufweist.Supporting structure according to claim 1 or 2, characterized in that a knot (17) is made of concrete and has openings for tensioning strands (18) and / or tensioning rods of the tensioning reinforcement. Tragwerk nach Anspruch 4, dadurch gekennzeichnet, dass die Spannlitzen (18) und/oder die Spannstäbe an dem aus Beton hergestellten Knoten (17) abgestützt sind.Supporting structure according to claim 4, characterized in that the tensioning strands (18) and / or the tensioning rods are supported on the knot (17) made of concrete. Tragwerk nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass ein Knoten (20) eine Stahlplatte (21) mit Verstärkungsblechen (22) umfasst, die optional mit Beton umhüllt ist.Structure according to claim 1 or 2, characterized in that a node (20) comprises a steel plate (21) with reinforcing plates (22), which is optionally coated with concrete. Tragwerk nach Anspruch 6, dadurch gekennzeichnet, dass die Verstärkungsbleche (22) in Längsrichtung der Betonstiele (16) senkrecht zur Stahlplatte (21) angeordnet sind.Support structure according to claim 6, characterized in that the reinforcing plates (22) are arranged in the longitudinal direction of the concrete stems (16) perpendicular to the steel plate (21). Tragwerk nach einem der vorangehenden Ansprüche, dadurch gekennzeichnet, dass es als Fundament für eine Offshore-Windkraftanlage (1) ausgebildet ist und vorzugsweise im Meeresboden verankerbare oder verankerte Pfähle (7) aufweist, die durch eine aus Beton hergestellte Schablone (8) miteinander verbunden sind.Structure according to one of the preceding claims, characterized in that it is designed as a foundation for an offshore wind turbine (1) and preferably in the seabed anchored or anchored piles (7) which are interconnected by a stencil made of concrete (8) , Tragwerk nach Anspruch 8, dadurch gekennzeichnet, dass die Schablone (8) sternförmig oder dreieckförmig ausgebildet ist.Supporting structure according to claim 8, characterized in that the template (8) is formed star-shaped or triangular. Tragwerk nach Anspruch 8 oder 9, dadurch gekennzeichnet, dass es an seiner Oberseite ein aus Beton hergestelltes, Aussparungen (12) aufweisendes Übergangselement (11) mit einer Auflagefläche für einen Mast (2) einer Offshore-Windkraftanlage (1) aufweist.Support structure according to claim 8 or 9, characterized in that it has on its upper side a made of concrete, recesses (12) exhibiting transition element (11) having a bearing surface for a mast (2) of an offshore wind turbine (1).
EP16178185.1A 2015-07-10 2016-07-06 Supporting structure Active EP3115514B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL16178185T PL3115514T3 (en) 2015-07-10 2016-07-06 Supporting structure

Applications Claiming Priority (1)

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

Publications (2)

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

Family

ID=56360320

Family Applications (1)

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

Country Status (4)

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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114575373A (en) * 2022-04-06 2022-06-03 中山大学 Offshore wind turbine supporting structure

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017115817A1 (en) * 2017-07-13 2019-01-17 Ramboll IMS Ingenieurgesellschaft mbH Foundation for an offshore wind energy plant

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004044320A1 (en) * 2004-09-10 2006-03-30 Oehme, Hermann R. Method for constructing a framework pylon has three or four corner uprights assembled from section linked by flanges secured by conventional bolts

Family Cites Families (3)

* 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 (en) * 2000-05-18 2000-12-07 Smolny, Lydia, 12557 Berlin Assembly system with concrete pipe core
WO2013113873A2 (en) * 2012-02-03 2013-08-08 V & M Deutschland Gmbh Foundation structure of an offshore plant, in particular an offshore wind turbine, which foundation structure is to be installed at a low noise level, and installation method therefor

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004044320A1 (en) * 2004-09-10 2006-03-30 Oehme, Hermann R. Method for constructing a framework pylon has three or four corner uprights assembled from section linked by flanges secured by conventional bolts

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114575373A (en) * 2022-04-06 2022-06-03 中山大学 Offshore wind turbine supporting structure
CN114575373B (en) * 2022-04-06 2022-12-23 中山大学 Offshore wind turbine supporting structure

Also Published As

Publication number Publication date
EP3115514B1 (en) 2017-12-20
DE102015111225A1 (en) 2017-01-12
PL3115514T3 (en) 2018-05-30
DK3115514T3 (en) 2018-03-19

Similar Documents

Publication Publication Date Title
EP2522780B1 (en) Offshore foundation for wind energy facilities
EP2877654B1 (en) Modular tower for a wind power plant
DE102008053454B4 (en) Hybrid tower construction
EP2932095B1 (en) Transition body for arranging between differently designed sections of a wind power plant tower and wind power plant tower with such a transition body
EP2673505B1 (en) Tower for a wind turbine
EP2764185B1 (en) Method for erecting a tower structure, tower structure
WO2020012345A1 (en) Foundation for a wind turbine
DE102007031065A1 (en) Wind turbine tower
EP3477099B1 (en) Tower with conical steel adapter elements
DE102016203494A1 (en) Adapter device for a tower and method of manufacture
EP3927918B1 (en) Wind turbine component for a wind turbine tower, wind turbine tower, rotor blade, wind turbine and method for producing a wind turbine component
DE102010012094B3 (en) Grating structure for e.g. tripod of modular off-shore wind energy plant in steel ship building applications, has tower carrier or tower connector arranged on floor slab and connected with floor slab, where floor slab is located on segments
EP3115514B1 (en) Supporting structure
DE102019217692A1 (en) Foundation for a tower of a wind turbine
EP3924577B1 (en) Hybrid tower section, hybrid tower for a wind power plant and method of production
EP3658771B1 (en) Wind turbine steel tower section for a wind turbine tower and method for the production thereof
DE102012106321A1 (en) Wood tower for wind turbine, has extending biasing elements that optionally overlap different segments, are arranged in bores in walls and/ or parallel to walls, and overlap each other
EP4112846B1 (en) Tower structure
DE102016102213A1 (en) A method of constructing a wind turbine tower of a wind turbine by means of a crane, wind tower and steel segment for a wind turbine tower of a wind turbine
DE102014112787A1 (en) Method for connecting an upper pipe end of a foundation structure with a lower pipe end of a structural element for the construction of an offshore wind turbine
EP1873331A2 (en) Overhead circuit pylon made of spun concrete
WO2020212237A1 (en) Tower segment and method for constructing a tower
DE202010011624U1 (en) foundation structure
EP3208385A1 (en) Supporting structure
DE102010035035A1 (en) Sandwich-base structure for erection of wind turbine in off-shore wind farm, has foundation piles comprising wall formed from surface part with inner, outer and intermediate layers, where core material is arranged as intermediate layer

Legal Events

Date Code Title Description
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

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

17P Request for examination filed

Effective date: 20170210

RBV Designated contracting states (corrected)

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170626

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAR Information related to intention to grant a patent recorded

Free format text: ORIGINAL CODE: EPIDOSNIGR71

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

INTC Intention to grant announced (deleted)
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

INTG Intention to grant announced

Effective date: 20171114

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: CH

Ref legal event code: EP

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: AT

Ref legal event code: REF

Ref document number: 956523

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180115

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502016000381

Country of ref document: DE

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20180315

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

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: 20171220

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: 20171220

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: 20171220

Ref country code: NO

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: 20180320

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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: 20171220

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: 20171220

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: 20171220

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: 20180320

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20171220

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: 20171220

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: 20171220

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: 20171220

Ref country code: ES

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: 20171220

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: 20171220

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: 20171220

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: 20171220

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: 20180420

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502016000381

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MT

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: 20171220

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

26N No opposition filed

Effective date: 20180921

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: 20171220

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: 20180706

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: 20171220

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20180706

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502016000381

Country of ref document: DE

Representative=s name: DR. GASSNER & PARTNER MBB PATENTANWAELTE, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 502016000381

Country of ref document: DE

Owner name: FUCHS EUROPOLES BESITZ GMBH & CO. KG, DE

Free format text: FORMER OWNER: EUROPOLES GMBH & CO. KG, 92318 NEUMARKT, DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20171220

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190731

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20190731

Ref country code: PT

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: 20171220

REG Reference to a national code

Ref country code: NL

Ref legal event code: PD

Owner name: FUCHS EUROPOLES BESITZ GMBH & CO. KG; DE

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), ASSIGNMENT; FORMER OWNER NAME: EUROPOLES GMBH & CO. KG

Effective date: 20200514

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20160706

Ref country code: MK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20171220

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: 20171220

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20171220

REG Reference to a national code

Ref country code: BE

Ref legal event code: PD

Owner name: FUCHS EUROPOLES BESITZ GMBH & CO. KG; DE

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), CESSION

Effective date: 20200515

REG Reference to a national code

Ref country code: GB

Ref legal event code: 732E

Free format text: REGISTERED BETWEEN 20201119 AND 20201125

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 956523

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210706

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210706

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230512

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20240628

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20240722

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20240621

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DK

Payment date: 20240722

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20240723

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20240722

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20240724

Year of fee payment: 9