EP3239431B2 - Console d'ancrage pour fixer un revetement sur un mur porteur et tole d'une console d'ancrage - Google Patents

Console d'ancrage pour fixer un revetement sur un mur porteur et tole d'une console d'ancrage Download PDF

Info

Publication number
EP3239431B2
EP3239431B2 EP16167150.8A EP16167150A EP3239431B2 EP 3239431 B2 EP3239431 B2 EP 3239431B2 EP 16167150 A EP16167150 A EP 16167150A EP 3239431 B2 EP3239431 B2 EP 3239431B2
Authority
EP
European Patent Office
Prior art keywords
strut
support bracket
support
web plate
sheet metal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP16167150.8A
Other languages
German (de)
English (en)
Other versions
EP3239431A1 (fr
EP3239431B1 (fr
Inventor
Jaroslaw Kasprzak
Marcin Pilch
Jerzy Staskiewicz
Dirk Albartus
Ertugrul Erzengin
Caroline Piesker
Matthias Roik
Michael Stegemann
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.)
Leviat GmbH
Original Assignee
Halfen 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=55910125&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP3239431(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority to FIEP16167150.8T priority Critical patent/FI3239431T4/fi
Priority to HUE16167150A priority patent/HUE043706T2/hu
Priority to PL16167150.8T priority patent/PL3239431T5/pl
Priority to DK16167150.8T priority patent/DK3239431T4/da
Priority to EP16167150.8A priority patent/EP3239431B2/fr
Application filed by Halfen GmbH and Co KG filed Critical Halfen GmbH and Co KG
Priority to US15/487,773 priority patent/US10513844B2/en
Publication of EP3239431A1 publication Critical patent/EP3239431A1/fr
Publication of EP3239431B1 publication Critical patent/EP3239431B1/fr
Application granted granted Critical
Publication of EP3239431B2 publication Critical patent/EP3239431B2/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/072—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
    • E04F13/075—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for insulation or surface protection, e.g. against noise or impact
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0857—Supporting consoles, e.g. adjustable only in a direction parallel to the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • E04B2001/389—Brackets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/06—Material constitution of slabs, sheets or the like of metal

Definitions

  • the invention relates to a bracket anchor for fastening a cladding to a supporting wall of the type specified in the preamble of claim 1.
  • Bracket anchor with a web plate that connects a bracket head, a support element and a pressure element.
  • the web plate is essentially triangular and has a circular opening to reduce thermal bridge losses.
  • bracket anchor is produced in which a threaded sleeve is welded to the web plate, into which an adjusting screw is screwed, by means of which the bracket anchor is supported on the supporting wall. This results in a comparatively complex construction of the bracket anchor. The compressive forces are absorbed by the adjusting screw.
  • Bracket anchor with support arms is known, which are connected to a wall support by means of fastening means.
  • the DE 85 24 910 U1 reveals a bracket anchor with a web plate.
  • the invention is based on the object of creating a bracket anchor of the generic type which is easy to manufacture and enables low heat transfer between the supporting wall and the cladding.
  • the web plate is intended to comprise a tension strut and a compression strut, which are only connected to one another at their ends facing the support element.
  • the connection area that connects the tension strut and the compression strut to one another at their ends facing the support element extends at most over half the cantilever length of the bracket anchor.
  • the web plate is therefore designed as an angle that is open towards the supporting wall. Because the tension strut and the compression strut are only connected to one another at their ends facing the support element, the waste when producing the web plate from one sheet can be minimized by suitably arranging several web plates on a sheet that is to be cut to size. At the same time, heat transfer is reduced.
  • the tension strut has an outer edge facing away from the compression strut and an inner edge facing the compression strut.
  • the outer edge and the inner edge The tension struts advantageously form an angle of less than 20° in a side view of the web plate. It can be provided that the outer edge and the inner edge of the tension strut run parallel to one another. However, the width of the tension strut is preferably adapted to the forces and loads occurring during operation and changes between the bracket head and the connection area. The angle particularly preferably opens up towards the bracket head. The tension strut therefore becomes narrower from the bracket head to the connection area. However, it can also be provided that the tension strut widens from the bracket head to the connection area.
  • the angle between the outer edge and the inner edge of the tension strut is preferably less than 10°. A particularly preferred design results when the angle is between 1° and 5° and opens up towards the bracket head.
  • a solid compression element such as a threaded rod or the like can therefore be omitted.
  • a thin folded sheet with the same moment of inertia has a reduced weight.
  • no additional component is required.
  • the width of the angled section it can be adapted to the loads to be absorbed. Due to the angle, a pressure plate can also be easily fixed to the pressure strut.
  • the angled section advantageously extends at least on the front side of the compression strut facing away from the support element.
  • the compression strut is connected to the compression element on the front side.
  • the compression element is preferably fixed directly to the front side of the compression strut, in particular welded on.
  • the compression element is advantageously a compression plate.
  • the support element is advantageously a support plate or a support angle. However, it can also be provided that the support element is an element suspended from the bracket anchor. Such a suspended support element can be connected to the web plate, for example, via sheet metal strips or the like.
  • a web plate for a bracket anchor is advantageously formed from a single sheet of constant wall thickness and comprises a tension strut and a compression strut, wherein the tension strut and the compression strut are connected to one another only at the end which is intended for connection to a support element of the bracket anchor, wherein the connection region of the tension strut and the compression strut extends at most over half of a cantilever length of the bracket anchor.
  • Fig. 1 shows a perspective view of a bracket anchor 1.
  • the bracket anchor 1 is intended to support a cladding on a supporting wall. Insulating material is usually arranged between the supporting wall and the cladding in order to keep heat transfer from the cladding to the supporting wall as low as possible.
  • the bracket anchor 1 has a bracket head 4, which is intended to be fixed to a supporting wall.
  • the bracket head 4 is fixed to a web plate 5.
  • the web plate 5 comprises a tension strut 8, which runs diagonally downwards from the bracket head 4 in relation to a supporting wall, and a compression strut 9, which is usually aligned approximately horizontally after installation on a supporting wall.
  • the tension strut 8 and the compression strut 9 are connected to one another at a connecting area 46.
  • the connecting area 46 has an approximately triangular shape in the exemplary embodiment.
  • a support element 6, in the exemplary embodiment a flat support plate, is arranged on the connecting area 46.
  • the support element 6 is aligned horizontally and is fixed with its side that is at the top in the assembled state to the underside of the connection area 46, in particular by welding.
  • the tension strut 8 has a first end 42 that is arranged on the connection area 46 and a second end 43 that is fixed to the bracket head 4.
  • the bracket head 4 has two sections 17 and 18 that are arranged on opposite sides of the second end 43 of the tension strut 8.
  • the bracket head 4 thus encompasses the web plate 5 in this area.
  • the bracket head 4 is fixed to the web plate 5 at sections 17 and 18, for example by welding.
  • the tension strut 8 has a length L 1 measured from its first end 42 to its second end 43.
  • the compression strut 9 has a length L 2 measured from its first end 44 to its second end 45, which is smaller than the length L 1.
  • the outer edge 12 of the tension strut 8 forms an angle ⁇ with the inner edge 14 of the tension strut 8.
  • the angle ⁇ is advantageously less than 20°, in particular less than 10°.
  • An angle ⁇ of 1° to 5° has proven to be particularly advantageous.
  • the angle ⁇ is 0° and the outer edge 12 and the inner edge 14 run parallel.
  • the angle ⁇ opens towards the bracket head 4.
  • the angle ⁇ opens towards the connecting region 46.
  • the width f is approximately 20% to 30% of the cantilever length L.
  • the connection area 46 has a length b that is measured in the plane of the web plate 5 and horizontally. The length b is therefore measured perpendicular to the supporting wall 3. The length b is at most half the cantilever length L. The length b is advantageously at most one third of the cantilever length L. In the exemplary embodiment, the length b is between 20% and 30% of the cantilever length L.
  • the connection area 46 has an inner edge 10 that runs vertically. However, an inclined or curved course of the inner edge 10 can also be advantageous. The inner edge 10 delimits the free space enclosed between the tension strut 8 and the compression strut 9.
  • Fig. 4 also shows the inclination of the tension strut 8 to a horizontal 30.
  • the horizontal 30 runs advantageously parallel to the compression strut 9 ( Fig. 2 ).
  • the outer edge 12 forms an angle ⁇ with the horizontal 30.
  • the angle ⁇ is in the embodiment according to Fig. 4 smaller than in the embodiment according to the Figures 1 to 3 and is less than 45°, in particular 30° to 45°.
  • the angle ⁇ is advantageously from 30° to 60°.
  • the inner edge 14 runs to the horizontal 30 under an angle ⁇ , which advantageously ranges from 20° to 55°.
  • the tension strut 8 has a longitudinal central axis 31, which is the bisector of the angle between the outer edge 12 and the inner edge 14.
  • the longitudinal central axis 31 runs to the horizontal 30 at an angle ⁇ , which can advantageously range from 25° to 55°.
  • connection area 46 is also in the embodiment according to the Figures 8 and 9 for connecting the tension strut 8 and the compression strut 9 at their ends 42 and 43. Due to the recess 40 or the slot 39, the length b 1 of the connection area 46 is very small at its narrowest point and is only a fraction of the cantilever length L. In the exemplary embodiment, the minimum length b 1 of the connection area 46 is less than a tenth of the cantilever length L. The entire length b of the connection area 46, i.e. the area over which the tension strut 8 and the compression strut 9 are connected to one another, is, however, significantly greater and is approximately 20% to 30% of the cantilever length L. The length b is less than half the cantilever length L of the bracket anchor 1.
  • the console head 54 is constructed from two side walls 57.
  • One of the Side walls 57 form the section 17, and the other of the side walls 57 forms the section 18 arranged on the opposite side of the web plate 5.
  • the sections 17 and 18 overlap the web plate 5 in an overlap region 33 which has a comparatively large height g.
  • the side walls 57 are connected to the web plate 5 by a welded connection, advantageously by resistance projection welding.
  • Bracket anchor 1 which has a bracket head 54 and a support element 36.
  • the support element 36 is arranged in a slot 39 or a recess 40 of the connection area 46.
  • the further design of the bracket anchor 1 shown in the Figures 18 and 19 The bracket anchor 1 shown corresponds to the design described for the previous embodiments.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Connection Of Plates (AREA)
  • Body Structure For Vehicles (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)

Claims (12)

  1. Console d'ancrage pour fixer un revêtement (2) en briques à un mur porteur (3), dans laquelle la console d'ancrage (1) comporte une tête de console (4, 54) pour fixer la console d'ancrage (1) au mur porteur (3), une tôle d'âme (5), un élément d'appui (6, 36) pour l'appui du revêtement (2) en briques et un élément de pression (7) pour le transfert de pression de la console d'ancrage (1) sur le mur porteur (3), dans laquelle l'élément d'appui (6, 36) et l'élément de pression (7) sont fixés à la tôle d'âme (5), dans laquelle la tôle d'âme (5) entière est formée d'une seule tôle d'épaisseur de paroi constante (d), dans laquelle la tôle d'âme (5) comporte un tirant (8) et un arc-boutant (9), dans laquelle le tirant (8) et l'arc-boutant (9) sont raccordés l'un à l'autre juste à leurs extrémités (42, 44) tournées vers l'élément d'appui (6, 36) sur une zone de raccordement (46), dans laquelle la zone de raccordement (46) s'étend au plus sur la moitié de la longueur de porte-à-faux (L) de la console d'ancrage (1).
  2. Console d'ancrage selon la revendication 1,
    caractérisée en ce que la zone de raccordement (46) s'étend au plus sur un tiers de la longueur de porte-à-faux (L) de la console d'ancrage (1).
  3. Console d'ancrage selon la revendication 1 ou 2,
    caractérisée en ce que la zone de raccordement (46) s'étend entre le prolongement du tirant (8) et l'élément d'appui (6).
  4. Console d'ancrage selon l'une quelconque des revendications 1 à 3, caractérisée en ce que l'épaisseur de paroi (d) de la tôle d'âme (5) est inférieure à 10 mm.
  5. Console d'ancrage selon l'une quelconque des revendications 1 à 4, caractérisée en ce que le tirant (8) possède une arête extérieure (12) éloignée de l'arc-boutant (9), que l'arc-boutant (9) possède une arête extérieure (13) éloignée du tirant (8), et que les arêtes extérieures (12, 13) forment dans une vue de côté de la tôle d'âme (5) un angle (α) inférieur à 60°.
  6. Console d'ancrage selon l'une quelconque des revendications 1 à 5, caractérisée en ce que le tirant (8) possède une arête extérieure (12) éloignée de l'arc-boutant (9) et une arête intérieure (14) tournée vers l'arc-boutant (9), que l'arête extérieure (12) et l'arête intérieure (14) du tirant (8) forment dans une vue de côté de la tôle d'âme (5) un angle (β) inférieur à 20°, en particulier inférieur à 10°, et que l'angle (β) s'ouvre en particulier vers la tête de console (4, 54).
  7. Console d'ancrage selon l'une quelconque des revendications 1 à 6, caractérisée en ce que l'arc-boutant (9) présente une section (15) coudée, dans laquelle la section (15) coudée possède son coude dans une section transversale transversalement au sens longitudinal de l'arc-boutant (9).
  8. Console d'ancrage selon la revendication 7,
    caractérisée en ce que la section (15) coudée s'étend au moins sur le côté avant (16) éloigné de l'élément d'appui (6) de l'arc-boutant (9), et que l'arc-boutant (9) est raccordé sur le côté avant (16) à l'élément de pression (7).
  9. Console d'ancrage selon l'une quelconque des revendications 1 à 8, caractérisée en ce que l'élément de pression (7) est une plaque de pression.
  10. Console d'ancrage selon l'une quelconque des revendications 1 à 9, caractérisée en ce que l'élément d'appui (6, 36) est une plaque d'appui ou un angle d'appui.
  11. Console d'ancrage selon l'une quelconque des revendications 1 à 10, caractérisée en ce que la tête de console (4) entoure la tôle d'âme (5).
  12. Console d'ancrage selon l'une quelconque des revendications 1 à 11, caractérisée en ce que la tôle d'âme (5) est en acier inoxydable.
EP16167150.8A 2016-04-26 2016-04-26 Console d'ancrage pour fixer un revetement sur un mur porteur et tole d'une console d'ancrage Active EP3239431B2 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
HUE16167150A HUE043706T2 (hu) 2016-04-26 2016-04-26 Konzolhorgony falburkolat rögzítésére egy tartófalon
PL16167150.8T PL3239431T5 (pl) 2016-04-26 2016-04-26 Podpora kotwiąca do zamocowania oblicówki na ścianie nośnej
DK16167150.8T DK3239431T4 (da) 2016-04-26 2016-04-26 Bærebeslag til fastgørelse af en beklædning på en bærende væg
EP16167150.8A EP3239431B2 (fr) 2016-04-26 2016-04-26 Console d'ancrage pour fixer un revetement sur un mur porteur et tole d'une console d'ancrage
FIEP16167150.8T FI3239431T4 (fi) 2016-04-26 2016-04-26 Tukikannatin verhouksen kiinnittämiseksi tukiseinään
US15/487,773 US10513844B2 (en) 2016-04-26 2017-04-14 Bracket anchor for fastening a facing in a supporting wall, and web plate of a bracket anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16167150.8A EP3239431B2 (fr) 2016-04-26 2016-04-26 Console d'ancrage pour fixer un revetement sur un mur porteur et tole d'une console d'ancrage

Publications (3)

Publication Number Publication Date
EP3239431A1 EP3239431A1 (fr) 2017-11-01
EP3239431B1 EP3239431B1 (fr) 2019-03-13
EP3239431B2 true EP3239431B2 (fr) 2025-03-05

Family

ID=55910125

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16167150.8A Active EP3239431B2 (fr) 2016-04-26 2016-04-26 Console d'ancrage pour fixer un revetement sur un mur porteur et tole d'une console d'ancrage

Country Status (6)

Country Link
US (1) US10513844B2 (fr)
EP (1) EP3239431B2 (fr)
DK (1) DK3239431T4 (fr)
FI (1) FI3239431T4 (fr)
HU (1) HUE043706T2 (fr)
PL (1) PL3239431T5 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9822524B1 (en) * 2015-06-16 2017-11-21 Russ Edward Meznarich Brackets for installing building attachments
US11149431B1 (en) 2018-11-19 2021-10-19 Russ Edward Meznarich Adjustable brackets for installing building attachments
US11359392B2 (en) * 2019-08-05 2022-06-14 Ccs Contractor Equipment & Supply, Llc Form bracket for concrete panel form
CN114438897B (zh) * 2022-02-22 2024-09-27 中交第四公路工程局有限公司 一种钢箱梁翼板托架
DE102022002680A1 (de) 2022-07-22 2024-01-25 PohlCon GmbH Konsolanker
US20240240448A1 (en) * 2022-08-30 2024-07-18 Toan Phan Bracket system for attaching a cantilevered pergola to a roof rafter
US11566415B1 (en) * 2022-08-30 2023-01-31 Toan Phan Bracket system for attaching a cantilevered pergola to a roof rafter
US12490686B2 (en) 2022-08-30 2025-12-09 Toan Phan Bracket system for attaching a cantilevered pergola to a roof rafter

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2201621A1 (de) † 1972-01-14 1973-07-19 Hans Hasenkopf Fassaden-unterkonstruktion
DE2603271A1 (de) † 1976-01-29 1977-08-11 Modersohn Gmbh & Co Kg Wilh Klinkerabfangung fuer die abfangung einer vorgehaengten klinkerwand
DE3213899A1 (de) † 1982-04-15 1983-10-27 Walther Dipl.-Ing. 4952 Porta Westfalica Schröder Vorrichtung zum aufhaengen von betonfertigteilen
DE8605257U1 (de) † 1986-02-27 1986-05-15 Fricker, Siegfried, 7135 Wiernsheim Abfangkonsole
FR2610969A1 (fr) † 1987-02-13 1988-08-19 Abl Ind Sarl Dispositif de fixation de pierre de revetement de facade
DE3910286A1 (de) † 1989-03-30 1990-10-04 Lutz Fa Karl Vorrichtung zum verankern von bauelementen an einem tragenden verankerungsgrund
FR2651817A1 (fr) † 1989-09-08 1991-03-15 Lebraut Richard Ferrure reglable permettant la fixation de plaques exterieures de recouvrement de facade.
EP0507675A1 (fr) † 1991-04-03 1992-10-07 L.R. Etanco Ferrure réglable permettant la fixation simultanée d'éléments isolants et de plaques extérieures de revêtement de façade
FR2802561A1 (fr) † 1999-12-21 2001-06-22 Halfen Sa Dispositif de fixation de plaques de revetement sur un mur d'immeuble
NL1034127C2 (nl) † 2007-07-13 2009-01-14 Bat Continental B V Metselwerkondersteuningssamenstel.
EP2218846A2 (fr) † 2009-02-11 2010-08-18 Wilhelm Modersohn GmbH & Co. KG Ancrage de façades
DE202012001462U1 (de) † 2012-02-15 2012-03-14 Deutsche Kahneisen Gesellschaft Mbh Bauwerk mit Wärmedämmelementen
DE102010051557A1 (de) † 2010-11-18 2012-05-24 fix-Ing. UG Ingenieurbüro für Befestigungstechnik Konsolanker mit Höhenverstelleinrichtung und isolierender Trennschicht
DE102012004423A1 (de) † 2012-03-08 2013-09-12 Wilhelm Modersohn Gmbh & Co Kg Fassadenverankerung

Family Cites Families (39)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1271210A (en) * 1917-08-08 1918-07-02 Otho M Otte Sheet-metal structure.
US1787038A (en) * 1927-09-12 1930-12-30 Henry G Geoffray Wall structure and attachment
US2780936A (en) * 1951-01-29 1957-02-12 Superior Concrete Accessories Channel shaped anchor retaining strip for embedment in concrete
US3485382A (en) * 1967-09-15 1969-12-23 Larson Co Charles O Shelf support
US3685228A (en) * 1970-09-18 1972-08-22 Eugene E Pauley Building panel and assembly
US4094415A (en) * 1973-06-21 1978-06-13 Chas. O. Larson Co. Display rack device
US3972168A (en) * 1974-11-08 1976-08-03 Allen George E Tying device for tying a wood framing structure to a masonry wall
JPS5423775Y2 (fr) * 1974-11-27 1979-08-14
US4013253A (en) * 1975-11-19 1977-03-22 Frederick Perrault Bracket support
US4079556A (en) * 1976-08-03 1978-03-21 Luck Frank B Wall support device
US4071216A (en) * 1976-08-16 1978-01-31 Coats & Clarke, Inc. Wall bracket assembly
US4333290A (en) * 1979-05-10 1982-06-08 Arizona Diversified Products, Inc. Structural member for installation system
US4510010A (en) * 1980-05-27 1985-04-09 Schramm Arthur G Method and apparatus for fabricating insulative panel
CA1173264A (fr) * 1981-10-02 1984-08-28 Gordon M. Robertson Elements de construction, et methode de montage connexe
US4495741A (en) * 1982-07-26 1985-01-29 Westeel-Rosco Limited-Westeel-Rosco Limitee Adjustable spacer kit of parts, and building wall or roof structure incorporating the same
NZ212774A (en) * 1985-07-17 1989-10-27 Lapish Ernest Bertram Wall tie
DE8524910U1 (de) * 1985-08-28 1985-11-28 Deutsche Kahneisen Gesellschaft West Gmbh, 1000 Berlin Konsolanker zur höhenverstellbaren Abfangung von Verblendmauerwerk
US5076536A (en) * 1987-02-12 1991-12-31 Fitzgerald Leonard R Concrete form supporting bracket
WO1989001550A1 (fr) * 1987-08-20 1989-02-23 John Arthur Larsson Support de fixation pour revetements muraux
US5456435A (en) * 1993-06-04 1995-10-10 Hmg Worldwide In-Store Marketing, Inc. Shelf bracket apparatus
US6588169B2 (en) * 2000-09-25 2003-07-08 Phillip T. Sarver Universal mounting plate
ATA17372000A (de) * 2000-10-12 2004-09-15 Gehring Gmbh Maschf Befestigungselement
US20020062603A1 (en) * 2000-11-29 2002-05-30 Scott Shaw Tilt-up concrete form brace
US6526722B1 (en) * 2001-08-28 2003-03-04 Daniel Wesley Pangburn Wood fence post repair device
DE102004001209A1 (de) 2004-01-06 2005-07-28 Wilhelm Modersohn Gmbh & Co Kg Konsolanker
US7424791B2 (en) * 2004-04-27 2008-09-16 Window Support Systems, Inc. Cable bracket apparatus
US7533501B2 (en) * 2004-06-05 2009-05-19 Guardian, Llc Window framing system
FR2924138B1 (fr) * 2007-11-28 2013-03-22 Saint Gobain Isover Systeme d'isolation de batiments par l'exterieur
DE102009030635B4 (de) * 2009-06-25 2014-01-09 Sto Ag Haltewinkel für ein Fassadensystem
DE102010011168A1 (de) * 2010-01-29 2011-08-04 Lorenz Kunststofftechnik GmbH, 49134 Befestigungsbügel für Wandisolierungen
DE102010015262B4 (de) 2010-04-15 2021-10-07 Wilhelm Modersohn Gmbh & Co Kg Fassadenverankerung und Verfahren zur Herstellung einer Fassadenverankerung
BE1021211B1 (nl) * 2010-04-19 2015-08-11 Plakabeton S.A. Ondersteuningsinrichting voor metselwerk
US8950156B2 (en) * 2011-10-11 2015-02-10 SR Contractors, LLC Method for modifying walls
US8789339B2 (en) * 2012-12-20 2014-07-29 Tecnodima S.R.L. Method for making façades of buildings
DE102013200211A1 (de) * 2013-01-09 2014-07-10 Hilti Aktiengesellschaft Konsole
CA2846735C (fr) * 2013-03-15 2017-02-07 Oldcastle Architectural, Inc. Systeme de maconnerie en beton isole
CA2850715C (fr) * 2013-05-02 2017-09-05 Donald George White Systemes de paroi a coupure thermique et pince reglable thermique
US10323419B2 (en) * 2015-04-16 2019-06-18 Fero Corporation Support bracket apparatus
RS59645B1 (sr) * 2015-04-14 2020-01-31 Ejot Austria Gmbh & Co Kg Nosač za pričvršćivanje fasadnih elemenata

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2201621A1 (de) † 1972-01-14 1973-07-19 Hans Hasenkopf Fassaden-unterkonstruktion
DE2603271A1 (de) † 1976-01-29 1977-08-11 Modersohn Gmbh & Co Kg Wilh Klinkerabfangung fuer die abfangung einer vorgehaengten klinkerwand
DE3213899A1 (de) † 1982-04-15 1983-10-27 Walther Dipl.-Ing. 4952 Porta Westfalica Schröder Vorrichtung zum aufhaengen von betonfertigteilen
DE8605257U1 (de) † 1986-02-27 1986-05-15 Fricker, Siegfried, 7135 Wiernsheim Abfangkonsole
FR2610969A1 (fr) † 1987-02-13 1988-08-19 Abl Ind Sarl Dispositif de fixation de pierre de revetement de facade
DE3910286A1 (de) † 1989-03-30 1990-10-04 Lutz Fa Karl Vorrichtung zum verankern von bauelementen an einem tragenden verankerungsgrund
FR2651817A1 (fr) † 1989-09-08 1991-03-15 Lebraut Richard Ferrure reglable permettant la fixation de plaques exterieures de recouvrement de facade.
EP0507675A1 (fr) † 1991-04-03 1992-10-07 L.R. Etanco Ferrure réglable permettant la fixation simultanée d'éléments isolants et de plaques extérieures de revêtement de façade
FR2802561A1 (fr) † 1999-12-21 2001-06-22 Halfen Sa Dispositif de fixation de plaques de revetement sur un mur d'immeuble
NL1034127C2 (nl) † 2007-07-13 2009-01-14 Bat Continental B V Metselwerkondersteuningssamenstel.
EP2218846A2 (fr) † 2009-02-11 2010-08-18 Wilhelm Modersohn GmbH & Co. KG Ancrage de façades
DE102010051557A1 (de) † 2010-11-18 2012-05-24 fix-Ing. UG Ingenieurbüro für Befestigungstechnik Konsolanker mit Höhenverstelleinrichtung und isolierender Trennschicht
DE202012001462U1 (de) † 2012-02-15 2012-03-14 Deutsche Kahneisen Gesellschaft Mbh Bauwerk mit Wärmedämmelementen
DE102012004423A1 (de) † 2012-03-08 2013-09-12 Wilhelm Modersohn Gmbh & Co Kg Fassadenverankerung

Also Published As

Publication number Publication date
HUE043706T2 (hu) 2019-09-30
FI3239431T4 (fi) 2025-04-22
US20170306612A1 (en) 2017-10-26
EP3239431A1 (fr) 2017-11-01
DK3239431T4 (da) 2025-04-28
PL3239431T3 (pl) 2019-11-29
PL3239431T5 (pl) 2025-11-03
US10513844B2 (en) 2019-12-24
DK3239431T3 (da) 2019-06-11
EP3239431B1 (fr) 2019-03-13

Similar Documents

Publication Publication Date Title
EP3239431B2 (fr) Console d'ancrage pour fixer un revetement sur un mur porteur et tole d'une console d'ancrage
DE102005029738A1 (de) Energieabsorberelement und dieses verwendende Kraftfahrzeugkarosserie
DE3128165A1 (de) Schalldaemmendes wandbausystem fuer industriebauten, sowie kassettenprofil hierfuer
DE102006011336A1 (de) Bauelement zur Wärmedämmung
DE3607428C2 (de) Traggerüst für Hängedecke
EP0886708B1 (fr) Systeme d'ancrage pour panneaux de fa ade
EP3322856B1 (fr) Barrière transportable pour périmètre de non-circulation piétonne
DE3243936A1 (de) Fassadeneinheit
EP1270833A2 (fr) Elément de construction pour l'isolation thermique
EP0596207A1 (fr) Profilé en tôle mince, de préférence laminé à froid, pour la construction d'ossatures de support, de tribunes ou semblables
DE10051793A1 (de) Holzverbinder sowie Zuschnitt für sein Blechformteil
EP0026495A2 (fr) Jeu de profilés pour la fixation d'une infrastructure de panneaux de revêtement à une façade
EP2412451B1 (fr) Crible
DE19530572C2 (de) Gebäude-Tragkonstruktion
EP3296475B1 (fr) Balcon et procédé de fabrication d'un tel balcon
DE2802032A1 (de) Boden- oder bauplatte
BE1032002B1 (de) Bauwerk mit einem tragenden Bauwerksteil und mindestens einem an dem Bauwerksteil festgelegten, auskragenden Baukörper
DE102020114611B3 (de) Schalungsanordnung
EP3830356B1 (fr) Poutre porteuse pour systèmes de plafond, système de plafond et procédé de fabrication de ceux-ci
DE2902231C2 (de) Aus mindestens einem Trapezprofilblech bestehendes, ein Schubfeld bildendes Dach oder Flächenbauteil
EP2080841A2 (fr) Elément de pose de dalles en console
EP4245934A1 (fr) Composant thermo-isolant
DE102023116787A1 (de) Einhängeelement für Ankerplatte eines Seitenunfallschutzes, Ankerplatte für Seitenunfallschutz sowie System aus Ankerplatte und Einhängeelement
DE202005001713U1 (de) Auflagerung für selbsttragende Dachtafeln
DE29810839U1 (de) Tragorgan, insbesondere Holzträger für Schalungsplatten

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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

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

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20180316

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

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/76 20060101ALI20180620BHEP

Ipc: E04B 1/38 20060101ALI20180620BHEP

Ipc: E04B 1/41 20060101ALI20180620BHEP

Ipc: E04F 13/075 20060101ALI20180620BHEP

Ipc: E04F 13/08 20060101AFI20180620BHEP

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20181008

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

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

Ref country code: AT

Ref legal event code: REF

Ref document number: 1107857

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190315

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: 502016003679

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ISLER AND PEDRAZZINI AG, CH

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20190607

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20190313

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20190313

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: 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: 20190313

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

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: 20190613

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: 20190313

Ref country code: NL

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: 20190313

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: 20190313

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: 20190614

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: 20190313

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E043706

Country of ref document: HU

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: 20190313

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: 20190313

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: 20190713

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: 20190313

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: 20190313

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: 20190313

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: 20190313

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: 20190313

REG Reference to a national code

Ref country code: DE

Ref legal event code: R026

Ref document number: 502016003679

Country of ref document: DE

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190430

PLBI Opposition filed

Free format text: ORIGINAL CODE: 0009260

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: 20190713

Ref country code: LU

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

Effective date: 20190426

REG Reference to a national code

Ref country code: FI

Ref legal event code: MDE

Opponent name: JORDAHL GMBH

26 Opposition filed

Opponent name: JORDAHL GMBH

Effective date: 20191212

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: 20190313

PLAX Notice of opposition and request to file observation + time limit sent

Free format text: ORIGINAL CODE: EPIDOSNOBS2

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

Ref country code: BE

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

Effective date: 20190430

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: 20190313

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: 20190313

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: 20190426

PLBB Reply of patent proprietor to notice(s) of opposition received

Free format text: ORIGINAL CODE: EPIDOSNOBS3

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

Effective date: 20200426

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: 20200426

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

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: 20190313

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: 20190313

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 502016003679

Country of ref document: DE

Owner name: LEVIAT GMBH, DE

Free format text: FORMER OWNER: HALFEN GMBH, 40764 LANGENFELD, DE

REG Reference to a national code

Ref country code: NO

Ref legal event code: CHAD

Owner name: LEVIAT GMBH, DE

REG Reference to a national code

Ref country code: FI

Ref legal event code: PCE

Owner name: LEVIAT GMBH

REG Reference to a national code

Ref country code: HU

Ref legal event code: HC9C

Owner name: LEVIAT GMBH, DE

Free format text: FORMER OWNER(S): HALFEN GMBH, DE

APAH Appeal reference modified

Free format text: ORIGINAL CODE: EPIDOSCREFNO

APAW Appeal reference deleted

Free format text: ORIGINAL CODE: EPIDOSDREFNO

APAY Date of receipt of notice of appeal deleted

Free format text: ORIGINAL CODE: EPIDOSDNOA2O

APBM Appeal reference recorded

Free format text: ORIGINAL CODE: EPIDOSNREFNO

APBP Date of receipt of notice of appeal recorded

Free format text: ORIGINAL CODE: EPIDOSNNOA2O

REG Reference to a national code

Ref country code: AT

Ref legal event code: HC

Ref document number: 1107857

Country of ref document: AT

Kind code of ref document: T

Owner name: LEVIAT GMBH, DE

Effective date: 20220406

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20190313

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

APBQ Date of receipt of statement of grounds of appeal recorded

Free format text: ORIGINAL CODE: EPIDOSNNOA3O

R26 Opposition filed (corrected)

Opponent name: POHLCON GMBH

Effective date: 20191212

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

Effective date: 20230522

PLAB Opposition data, opponent's data or that of the opponent's representative modified

Free format text: ORIGINAL CODE: 0009299OPPO

R26 Opposition filed (corrected)

Opponent name: POHLCON GMBH

Effective date: 20191212

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

Ref country code: IT

Payment date: 20240424

Year of fee payment: 9

APBU Appeal procedure closed

Free format text: ORIGINAL CODE: EPIDOSNNOA9O

PUAH Patent maintained in amended form

Free format text: ORIGINAL CODE: 0009272

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: PATENT MAINTAINED AS AMENDED

27A Patent maintained in amended form

Effective date: 20250305

AK Designated contracting states

Kind code of ref document: B2

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: DE

Ref legal event code: R102

Ref document number: 502016003679

Country of ref document: DE

REG Reference to a national code

Ref country code: DK

Ref legal event code: T4

Effective date: 20250423

REG Reference to a national code

Ref country code: SE

Ref legal event code: RPEO

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

Ref country code: FI

Payment date: 20250424

Year of fee payment: 10

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

Ref country code: DE

Payment date: 20250422

Year of fee payment: 10

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

Ref country code: DK

Payment date: 20250429

Year of fee payment: 10

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

Ref country code: HU

Payment date: 20250424

Year of fee payment: 10

Ref country code: NO

Payment date: 20250424

Year of fee payment: 10

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

Ref country code: FR

Payment date: 20250425

Year of fee payment: 10

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

Ref country code: CH

Payment date: 20250501

Year of fee payment: 10

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

Ref country code: AT

Payment date: 20250423

Year of fee payment: 10

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

Ref country code: SE

Payment date: 20250429

Year of fee payment: 10

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

Ref country code: IT

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

Effective date: 20250426

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

Ref country code: PL

Payment date: 20260326

Year of fee payment: 11