EP3135820B1 - Fondation de pièce finie - Google Patents

Fondation de pièce finie Download PDF

Info

Publication number
EP3135820B1
EP3135820B1 EP15179223.1A EP15179223A EP3135820B1 EP 3135820 B1 EP3135820 B1 EP 3135820B1 EP 15179223 A EP15179223 A EP 15179223A EP 3135820 B1 EP3135820 B1 EP 3135820B1
Authority
EP
European Patent Office
Prior art keywords
individual elements
foundation structure
individual
elements
recess
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
EP15179223.1A
Other languages
German (de)
English (en)
Other versions
EP3135820A1 (fr
Inventor
Henk Maaskant
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.)
Strabag BV
Original Assignee
Strabag BV
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 Strabag BV filed Critical Strabag BV
Priority to EP15179223.1A priority Critical patent/EP3135820B1/fr
Publication of EP3135820A1 publication Critical patent/EP3135820A1/fr
Application granted granted Critical
Publication of EP3135820B1 publication Critical patent/EP3135820B1/fr
Not-in-force 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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/72—Pile shoes
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/696—Overhead structures, e.g. gantries; Foundation means specially adapted therefor

Definitions

  • the invention relates to a foundation structure.
  • foundation structures which are built in situ from concrete.
  • foundation structures are known, which are formed from a prefabricated prefabricated part.
  • the invention is based on the object to provide an improved foundation structure.
  • the foundation structure according to the invention has a number of detachably interconnected, prefabricated individual elements.
  • the individual elements are preferably made of concrete, in particular of reinforced concrete, whereby conventional, complex to be built foundation structures made of in-situ concrete can be avoided in a simple manner.
  • the great advantage is that a single individual element is relatively small and light and therefore easy to handle.
  • the manufacture of a foundation structure according to the invention from individual elements it is particularly advantageous that the delivery of the required individual elements can be done with smaller vehicles than in the prior art, when large precast foundations have to be transported with low loaders.
  • the foundation structure according to the invention provides that the individual elements are connected to one another by means of a number of tensioned connecting elements.
  • the individual elements are particularly securely fixed against mutual movement, so that the carrying capacity of the foundation structure, despite simpler and faster construction is not less than in the prior art.
  • the connecting elements according to the invention are guided horizontally by a plurality of individual elements arranged in a row, wherein the individual elements each have a number of corresponding passage openings. This makes it possible, with a few fasteners and thus time-saving to connect the individually easy to transport and easy to install individual elements at the installation site.
  • the fact that the individual elements each have corresponding passage openings, the connecting elements are particularly easy to introduce.
  • the connecting elements are arranged parallel to one another, in particular if the individual elements are lined up in a row one behind the other.
  • the foundation structure according to the invention provides that a first group of individual elements has a recess on a first side surface and a formation on a second side surface opposite to the first side surface.
  • the position and shape of the recess correspond with the position and shape of the molding.
  • adjacent individual elements can be connected to one another in a form-fitting manner, so that the foundation structure formed from a plurality of individual elements exhibits a particularly high bearing capacity, which is in particular higher than the sum of the loadbearing capacities of the individual elements.
  • a single element of the first group of individual elements is adapted to be brought into positive engagement with an adjacent further individual foundation both on the first side surface and on the second side surface. Individual elements of the first group of individual elements can therefore be used both as inner individual elements of a juxtaposition of individual elements as well as the first or last individual elements of the juxtaposition.
  • a further embodiment of the foundation structure according to the invention provides that a second group of individual elements has a recess on a first side surface.
  • the second side surface can be flat. Individual elements of this second group of individual elements can therefore be used as first or last individual elements of the juxtaposition of individual elements. However, the second side surface may also have a recess.
  • a third group of individual elements on at least one second side surface has a formation.
  • the first side surface can be even.
  • Individual elements of this third group of individual elements can therefore also as last or first individual elements of the juxtaposition of Single elements are used.
  • the first side surface may also have a shape.
  • Another embodiment of the foundation structure according to the invention provides that a single element, preferably a single element of the first group, is designed to receive a component.
  • the single element is designed as a quiver foundation with an upper-side recess for receiving the component, for example an electric box.
  • the component preferably has a collar. Due to the design of the single element as a quiver foundation a large and therefore very viable Köcherfundament of a number of single easily manageable individual elements can be produced. In particular, such a single element manufactured as a quiver foundation need only be of an insignificantly larger size than the intended quiver.
  • the single element is designed as an anchoring element with a vertical passage.
  • the passage is preferably used to receive a number of injection piles.
  • an injection pile is arranged below the individual element serving as anchoring element such that the head of the injection pile is arranged and fixed within the passage, in particular with a pourable mortar or cast in situ concrete.
  • the invention enables a simplified production of a pile head bar, in particular if the foundation structure comprises a plurality of individual elements with a vertical passage for receiving a respective number of Verpresspfählen.
  • composite piles are to be understood as injection piles, which are also referred to as small injection pile, small bored pile, root pile, anchor pile, GEWI pile, TITAN pile, pipe pile or ANKER-SCHROEDER drilling injection pile.
  • injection piles are also referred to as small injection pile, small bored pile, root pile, anchor pile, GEWI pile, TITAN pile, pipe pile or ANKER-SCHROEDER drilling injection pile.
  • injection piles both before the individual elements are set and after the individual elements have been set.
  • the connection between the head of a bored pile and the single element, in the vertical passage of the head is preferably made by concrete, which has been poured into the vertical passage and cured there.
  • the single element has an upper-side connecting element for fastening a steel construction.
  • the connecting element is preferably designed so that a steel support of a portal shield system, in particular a base plate of such a steel support, can be placed directly on the connection element and can be screwed or welded thereto.
  • the connection element has an upper steel plate, which may be formed from flanges of I-profiles.
  • the lane closures required in the prior art can be reduced or avoided.
  • Particularly preferred foundation structures according to the invention are produced on both sides of a road and used for the attachment of steel columns that are part of portal shield systems.
  • a further embodiment of the foundation structure according to the invention provides that the individual elements are typified, ie standardized components and that each adjacent one of the lined-up individual elements are positively connected to each other by the formation of a single element engages in the recess of an adjacent single element, wherein the dimensions of this formation corresponds to the dimensions of this recess.
  • the adjacent individual elements are not only positively secured in all three spatial directions against relative displacements, but also against twisting.
  • the fact that the individual elements are typified components, it is possible with a few different individual elements to build a variety of foundation structures in a simple way individually.
  • a further embodiment of the foundation structure according to the invention provides that at least below the individual element designed as an anchoring element, an injection pile is arranged, the head of which is arranged and fixed within the vertical passage, so that the individual element is firmly connected to the injection pile.
  • an injection pile is arranged, the head of which is arranged and fixed within the vertical passage, so that the individual element is firmly connected to the injection pile.
  • An alternative embodiment of the foundation structure according to the invention provides that individual elements are arranged in several rows or are, the rows of individual elements are preferably interconnected.
  • the rows of individual elements can be arranged in parallel.
  • the rows of individual elements can be arranged at a predetermined angle to each other, whereby it is possible to build a star-shaped foundation structure, which is particularly sustainable.
  • Such a star-shaped foundation structure preferably has a prefabricated central individual element which is designed such that a number of rows of individual elements can be connected to it.
  • connecting elements are preferably arranged at an angle to each other, wherein the connecting elements each extend parallel to a row of individual elements.
  • a foundation structure of two-dimensional arranged side by side arranged individual elements in particular of several parallel rows of individual elements, which are clamped together for example by connecting elements parallel to the rows and transversely to the rows, so that a flat foundation structure is formed.
  • the individual elements are connected to each other waterproof, for example, each area between adjacent individual elements sealing elements are arranged.
  • the sealing elements between corresponding through holes of two adjacent individual foundations are arranged.
  • the ends of connecting elements that project beyond a first or last individual element are enveloped in a watertight manner.
  • a single element is preferably used for producing a foundation structure according to the invention.
  • the individual element has a number of horizontal passage openings, a recess arranged on a first side surface and / or a recess arranged on a second side surface opposite the first side surface, wherein the position and shape of the recess and / or formation for producing a positive connection with a corresponding further Single element is suitable or are. This allows the individual foundation to achieve all the advantages mentioned for the foundation structure.
  • An embodiment of the single element provides that an upper-side recess for forming a quiver or a vertical passage for forming an anchoring element or an upper-side connecting element for fixing a steel structure is provided.
  • a set of components comprises a plurality of individual elements and serves to produce a foundation structure according to the invention. This allows the set of components to achieve the benefits mentioned for the foundation structure.
  • An embodiment of the component set provides that a number of connecting elements is provided for the continuous tensioning of a plurality of positively arranged individual elements.
  • a beam foundation are formed, which is preferably used as a pile head bar.
  • a further embodiment of the component set provides that a first individual element is designed as a first edge element, in which a recess is arranged on a first side surface such that a last individual element is formed as a last edge element, in which case a second element is located opposite one of the first side surface Side surface is arranged a formation and that a number of individual elements is formed as intermediate elements, each intermediate element each having a recess on a first side surface and a second side surface opposite to the first side surface has a formation.
  • FIG. 1 shows a foundation structure 1 according to the prior art, which was built in in-situ concrete or was delivered and installed as a precast concrete element.
  • the foundation structure 1 is located immediately adjacent to a highway, not shown, and is used to attach a portal shield system P, whose signs, not shown, are to be mounted on the expressway, not shown.
  • a portal shield system P for attachment of the portal shield system P on the foundation structure 1 made of steel supports S are screwed by means of a base plate F with the foundation structure 1.
  • the foot plates F are arranged on elevated areas of the foundation structure 1, in between, an electric box E is placed on the foundation structure 1, which is arranged in a non-visible quiver of the foundation structure 1.
  • the quiver is comprised of a circumferentially formed collar K, which is part of the foundation structure 1 and made of reinforced concrete.
  • FIG. 2 shows a section of a first embodiment of a foundation structure 1 according to the invention in an exploded view.
  • the foundation structure 1 five individual elements 2 are shown partially hidden, wherein the individual element 2 shown on the left is shown only partially.
  • Each of the individual elements 2 is provided with six horizontal passage openings 2.1, wherein the passage openings 2.1 are arranged on each individual element 2 in the same place.
  • the individual element 2 shown on the left is a quiver foundation 2.A, wherein the quiver is formed by an upper-side recess 2.6, which is arranged within a two-stage collar K.
  • a quiver foundation 2.A At a right on the quiver foundation 2.A flat second side surface 2.4 a cuboid shape 2.5 is arranged, whose shape and position corresponds to a not shown recess 2.3, which is arranged on a non-visible first side surface 2.2 of the adjacent spacer element 2.C.
  • Distance element shown on the left 2.C has on its right side second face 2.4 also shown on a molding 2.5, the shape and position of which is identical to the shape of 2.5 shown on the left Köcherfundêts 2.A.
  • the shape 2.5 of the spacer element shown on the left 2.C corresponds in size and location with a non-visible recess 2.3 of the individual element shown in the middle of the figure. 2
  • a connecting element 4 is arranged, which is made of steel and is used for fastening a rising steel structure, in particular a steel support for a portal shield system, not shown.
  • a single element 2 is shown, which is designed as a spacer element 2.C, the identical to the spacer element 2.C. shown to the right of the quiver foundation 2.A. is.
  • FIG. 2 on the right a single element 2 is shown, which is designed as an anchoring element 2. B and to a vertically continuous passage 2.7 has. Below the anchoring element 2.B in its final installation position, an injection pile, not shown here is arranged such that the head of the injection pile is within the passage 2.7, so that when casting the passage 2.7 with concrete a solid bond between the anchoring element 2.B and the Pressing pile is achieved. For this purpose, it is possible to form the vertical passage 2.7 to improve the bond with the concrete to be filled with a profiled surface.
  • the respective adjacent individual elements of the foundation structure 1 touch each other, wherein each intersecting recesses 2.3 and formations 2.5 cause a positive connection between each adjacent individual elements 2. This positive locking prevents both vertical and horizontal displacements and twists between adjacent individual elements. 2
  • the foundation structure 1 at least in the assembled state, six connecting elements 3, which are formed as continuous tension-resistant tension elements.
  • Each connecting element 3 has a slightly greater length than the total length resulting from the individual elements 2, so that each connecting element 3 can be prestressed against an armature plate at the outer edges of the foundation structure 1.
  • the foundation structure 1 has at its left end, not shown, another anchoring element 2.B, below - and within which also a not shown injection pile is arranged.
  • a foundation structure 1 is formed of various individual elements 2 as a pile top beam.
  • the total length of the foundation structure 1 is individually configurable. For this purpose, only a manageable number of different individual elements 2 is required.
  • the bracing is particularly effective if continuous connecting elements 3 are arranged and tensioned both in the upper region of the individual elements 2 and in the lower region of the foundation structure 1.
  • two connecting elements 3 and in the higher tensile load-bearing lower area of the foundation structure 1 four connecting elements 3 are installed.
  • the advantage of the foundation structure 1 is not only that even large foundations from each easily manageable individual elements 2 are produced, but also that the individual elements 2 can be reused due to their detachable connection, for example, when a portal shield system to be dismantled or again should be built.
  • FIG. 3 shows a simplified schematic representation of a foundation structure 1, which is formed from 13 individual elements 2, which are clamped together by means of six connecting elements 3 with each other so that a load-bearing pile head bar is formed.
  • an anchoring element 2.B is arranged in each case as a single element, which in each case has the vertical passage 2.7.
  • the foundation structure 1 comprises three individual elements 2, each with a schematically illustrated connection element 4, which serves for the connection of a rising construction, for example of steel columns and is formed by way of example from steel.
  • Each adjacent individual elements 2 are in the prescribed manner in a form-fitting connection, that is, that at each contact surface of a single element 2 with an adjacent single element 2 engages a not shown here molding in a recess not shown here.
  • the two edge-side as Anchoring elements 2.B trained individual elements 2 each have a shape, not shown.
  • the eight individual elements 2 designed as spacer elements 2.C each have a recess on a first side surface that is not visible and a formation on a second side surface opposite the first side surface.
  • the two laterally provided individual elements 2 with connection element 4 have a recess on a non-visible first side surface and a formation on a second side surface opposite the first side surface.
  • the centrally arranged single element 2 with connection element 4 has a recess on both the non-visible first side surface and on the second non-visible side surface opposite thereto.
  • the illustrated foundation structure 1 is therefore produced from only four different individual elements 2 and serves as a pile head bar for two partially shown in dashed lines injection piles.
  • FIG. 4 shows a simplified schematic representation of a star-shaped foundation structure 1, comprising three rows of individual elements 2, wherein each row three identical spacer elements 2.C and each outside an anchoring element comprises 2.B.
  • a substantially prismatic central element 2.D is arranged in the center of the foundation structure 1. All three rows of individual elements 2 are connected together with the central element 2.D and braced by means not shown connecting elements.
  • a connection element 4 is attached on the upper side of the central element 2.D .
  • injection piles can be arranged, so that the foundation structure 1 is substantially flat and not flat. As a result, the foundation structure 1 is particularly stable for moments around any horizontal axes.
  • FIG. 5 shows a further embodiment of a central element 2.D with three lateral surfaces, to which the aforementioned, not shown here further individual elements 2 can be arranged.
  • the central element is 2.D star-shaped, that ends of anchoring elements 3 can be arranged and can be braced so that can be braced to a number of parallel anchoring elements 3 a row, so a linear array of other, not shown individual elements 2.
  • the central element 2.D forms in a simple manner the center of a foundation structure 1, not shown, whose shape and function are substantially the same as those in FIG FIG. 4 shown correspond.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Foundations (AREA)

Claims (7)

  1. Ouvrage de fondation (1), contenant un nombre d'éléments individuels préfabriqués (2) assemblés les uns aux autres de façon séparable, dans lequel un premier groupe d'éléments individuels (2) présente un évidement (2.3) dans une première face latérale (2.2) et une saillie (2.5) dans une deuxième face latérale (2.4) opposée à la première face latérale (2.2), dans lequel la position et la forme de l'évidement (2.3) correspond chaque fois à la position et à la forme de la saillie (2.5),
    - dans lequel les éléments individuels (2) sont assemblés les uns aux autres au moyen d'un nombre d'éléments de liaison tendus (3) et
    - dans lequel les éléments de liaison (3) sont guidés horizontalement à travers plusieurs éléments individuels alignés l'un avec l'autre (2), dans lequel les éléments individuels (2) présentent respectivement un nombre d'ouvertures de passage correspondantes (2.1).
  2. Ouvrage de fondation (1) selon la revendication 1, caractérisé en ce que les éléments individuels (2) sont formés en béton.
  3. Ouvrage de fondation (1) selon l'une quelconque des revendications précédentes, caractérisé en ce qu'un deuxième groupe d'éléments individuels (2) présente un évidement (2.3) dans au moins une première face latérale (2.2).
  4. Ouvrage de fondation (1) selon l'une quelconque des revendications précédentes, caractérisé en ce qu'un troisième groupe d'éléments individuels (2) présente une saillie (2.5) dans au moins une deuxième face latérale (2.4).
  5. Ouvrage de fondation (1) selon l'une quelconque des revendications précédentes, caractérisé en ce qu'un élément individuel (2) est réalisé en forme de fondation creuse (2.A) avec une découpe (2.6) en face supérieure ou en forme d'élément d'ancrage (2.B) avec un passage vertical (2.7) ou présente un élément de raccordement (4) en face supérieure pour la fixation d'une structure en acier.
  6. Ouvrage de fondation (1) selon l'une quelconque des revendications précédentes, caractérisé en ce que les éléments individuels (2) sont des composants typiques et en ce que des éléments individuels voisins alignés (2) sont respectivement assemblés l'un à l'autre par emboîtement, par le fait que la saillie (2.5) d'un élément individuel (2) s'engage dans l'évidement (2.3) d'un élément individuel voisin (2), dans lequel les dimensions de cette saillie (2.5) correspond aux dimensions de cet évidement (2.3).
  7. Ouvrage de fondation (1) selon l'une des revendications 5 ou 6, caractérisé en ce qu'un pieu précontraint (xy) est disposé au moins en dessous de l'élément individuel (2) réalisé en forme d'élément d'ancrage, dont la tête est disposée et fixée à l'intérieur du passage vertical (2.7), de telle manière que l'élément individuel (2) soit solidement assemblé au pieu précontraint (xy).
EP15179223.1A 2015-07-31 2015-07-31 Fondation de pièce finie Not-in-force EP3135820B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP15179223.1A EP3135820B1 (fr) 2015-07-31 2015-07-31 Fondation de pièce finie

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP15179223.1A EP3135820B1 (fr) 2015-07-31 2015-07-31 Fondation de pièce finie

Publications (2)

Publication Number Publication Date
EP3135820A1 EP3135820A1 (fr) 2017-03-01
EP3135820B1 true EP3135820B1 (fr) 2018-03-21

Family

ID=53871858

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15179223.1A Not-in-force EP3135820B1 (fr) 2015-07-31 2015-07-31 Fondation de pièce finie

Country Status (1)

Country Link
EP (1) EP3135820B1 (fr)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT513025B1 (de) * 2012-09-20 2014-01-15 Forster Verkehrs Und Werbetechnik Gmbh Verkehrszeichenbrücke

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP3135820A1 (fr) 2017-03-01

Similar Documents

Publication Publication Date Title
DE3990874C2 (de) Selbsttragendes, miteinander zu verbindendes Schalungselement zum Gießen von Wandkonstruktionen
DE60033318T2 (de) Vorgespanntes modulares stützwandsystem und verfahren
EP2088244B1 (fr) Pont en béton armé ou pont de construction composite et methode pour sa fabrication
DE2443329B2 (de) Formstein aus Beton für eine Stützmauer
CH707671B1 (de) Stützmauerelement und Stützmauer aus Stützmauerelementen.
DE69813809T2 (de) Böschungsmauersystem
DE102008049966C5 (de) Anschluss für eine Verkehrsleitwand
DE19716472C2 (de) Bauelement, daraus hergestellte Schwergewichtsmauer und Verfahren zur Herstellung der Schwergewichtsmauer
DE202019102588U1 (de) Befestigung eines Brückenüberbaus und dabei zu verwendendes Randabschlusselement
EP3135820B1 (fr) Fondation de pièce finie
EP3696320B1 (fr) Culée de pont pourvu de raccordement entre une armature de paroi de coulée et un élément de paroi ailée
DE19831984C2 (de) Bauteil mit externen Spanngliedern
DE2836863A1 (de) Tragstruktur mit vorgefertigten vertikalen und horizontalen elementen, die pfeiler bzw. deckenplatten bilden
EP3330448B1 (fr) Dispositif et procédé de raccordement de deux composants dans une orientation déterminée relative ainsi que construction en béton
AT360574B (de) Stuetz- und futtermauer
EP3299524B1 (fr) Mur en elements prefabriques et son procede de fabrication
EP2029813B1 (fr) Procédé de fabrication d'un pont à pièces préfabriquées en forme de segments et pont à pièces préfabriquées en forme de segments
DE202018106685U1 (de) Stützmauerelement und Stützmauer aus Stützmauerelementen
EP2333160A1 (fr) Dispositif de guidage de la circulation
EP1728927B1 (fr) Procédé pour la fabrication d'une fondation de fixation des poteaux pour glissières de sécurité et fondation de fixation
EP0860109A2 (fr) Eléments de construction préfabriqués et construction réalisée avec ceux-ci
DE102021105960A1 (de) Fundament für einen Turm für eine Sendeanlage oder für den Freileitungsbau
DE202021103738U1 (de) System zum Verbinden von Betonfertigteilen
AT16709U1 (de) Stützmauerelement und Stützmauer aus Stützmauerelementen
EP3702533A1 (fr) Procédé de fixation d'une superstructure de pont et élément de bordure destiné à être utilisé à cet effet

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

17P Request for examination filed

Effective date: 20161116

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

RIC1 Information provided on ipc code assigned before grant

Ipc: E02D 5/72 20060101AFI20170202BHEP

Ipc: E01F 9/00 20160101ALI20170202BHEP

17Q First examination report despatched

Effective date: 20170223

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20171124

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

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: AT

Ref legal event code: REF

Ref document number: 981243

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180415

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: DE

Ref legal event code: R096

Ref document number: 502015003507

Country of ref document: DE

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: 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: 20180321

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: 20180621

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: 20180321

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: 20180321

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: 20180321

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: 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: 20180321

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: 20180321

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: 20180621

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: 20180321

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: 20180622

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: 20180321

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: 20180321

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: 20180321

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: 20180321

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: 20180321

Ref country code: PL

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: 20180321

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: 20180321

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

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: 20180321

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: 20180321

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: 20180321

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

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: 20180723

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502015003507

Country of ref document: DE

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

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

Ref country code: DK

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: 20180321

26N No opposition filed

Effective date: 20190102

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: 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: 20180321

Ref country code: LU

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

Effective date: 20180731

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

Ref country code: CH

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

Effective date: 20180731

Ref country code: FR

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

Effective date: 20180731

Ref country code: LI

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

Effective date: 20180731

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: 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: 20180321

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: 20180731

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20190731

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: 20180321

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

Ref country code: GB

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

Effective date: 20190731

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

Ref country code: MK

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

Effective date: 20180321

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: 20150731

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

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: 20180721

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 981243

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200731

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

Ref country code: NL

Payment date: 20210721

Year of fee payment: 7

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: 20200731

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

Ref country code: BE

Payment date: 20210721

Year of fee payment: 7

Ref country code: DE

Payment date: 20210721

Year of fee payment: 7

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502015003507

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20220801

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20220731

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

Ref country code: DE

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

Effective date: 20230201

Ref country code: BE

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

Effective date: 20220731

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

Ref country code: NL

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

Effective date: 20220801