EP3402941B1 - Trägerelement für erhöhte oberflächen - Google Patents

Trägerelement für erhöhte oberflächen Download PDF

Info

Publication number
EP3402941B1
EP3402941B1 EP17702015.3A EP17702015A EP3402941B1 EP 3402941 B1 EP3402941 B1 EP 3402941B1 EP 17702015 A EP17702015 A EP 17702015A EP 3402941 B1 EP3402941 B1 EP 3402941B1
Authority
EP
European Patent Office
Prior art keywords
support element
connecting pieces
shock
relief
connecting piece
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
EP17702015.3A
Other languages
English (en)
French (fr)
Other versions
EP3402941A1 (de
Inventor
Olivier Dejans
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.)
Solidor Rubber & Products bvba
Original Assignee
Solidor Rubber & Products bvba
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 Solidor Rubber & Products bvba filed Critical Solidor Rubber & Products bvba
Publication of EP3402941A1 publication Critical patent/EP3402941A1/de
Application granted granted Critical
Publication of EP3402941B1 publication Critical patent/EP3402941B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02464Height adjustable elements for supporting the panels or a panel-supporting framework

Definitions

  • the present invention relates to a support element for holding an object at a distance from an underlying surface, and in particular, for the support of raised surfaces.
  • Support elements for raised surfaces are commonly used for all types of applications such as raised roofs, terraces, or technical flooring for outdoor and indoor applications.
  • An example can be found in GB2378457 , in which a support element for floors, ceilings, and walls is disclosed.
  • DE2457743A1 shows an element showing the features of the preamble of claim 1. A common requirement when mounting such a raised surface is that a sufficiently level surface is obtained and a sufficiently stable surface.
  • shocks or vibrations to which the raised surface is exposed can to a greater or lesser degree be absorbed so that (i) the load on the raised surface as a result of these shocks and vibrations can be reduced, and/or (ii) these shocks and vibrations can be transmitted maximally unamplified, and preferably weakened, to the underlying surface.
  • the present invention relates to a support element for holding an object at a distance from an underlying surface according to the appended claim 1.
  • FIG. 1 to 8 illustrate different embodiments of a support element according to the present invention.
  • the support elements according to the present invention are generally suited for holding an object at a distance from an underlying surface.
  • these support elements are suitable for holding tiles, beams, battens, etc. for installing raised surfaces, such as an elevated roof terrace, elevated apartment terrace, elevated garden terrace, a stage, a raised technical floor for indoor or outdoor, a raised floor for indoor or outdoor, and the like.
  • the underlying surface means the ground, the roof, the platform, the conventional building floor between floors, or any other structure at a distance from which an object, and in particular, tiles, beams, battens, etc. for the installation of raised surfaces must be installed.
  • the advantage of the present invention is that the shock and/or vibration absorbing connecting piece provides the support element with increased shock and/or vibration absorption, such that shocks or vibrations can to a greater or lesser degree be absorbed so that (i) the load on the raised surface as a result of these shocks and vibrations can be reduced, and/or (ii) these shocks and vibrations can be transmitted maximally unamplified, and preferably weakened, to the underlying surface. Furthermore, by integrating the shock and/or vibration absorbing properties in a connection piece as part of the support element, instead of as a separate element between the base and underlying surface, the durability of the shock and/or vibration absorbing element is increased.
  • a shock and/or vibration absorbing support element takes less work and time than a conventional support element with unintegrated shock and/or vibration absorbing element to be installed separately.
  • shock and/or vibration absorbing connecting piece can also contribute to improved sound absorption due to vibration of the raised surface or of the underlying surface.
  • the base, the connecting pieces, and the support plate can be made of metal or of any synthetic material that is suitable for extrusion or injection moulding, such as polypropylene, polyethylene (low and high density), polyvinyl chloride, polystyrene, ethyl vinyl acetate, acrylonitrile-butadiene-styrene or polyolefin, or a combination thereof.
  • the shock and/or vibration absorbing material in the shock and/or vibration absorbing connecting piece can be any material that can to a greater or lesser degree absorb shocks and/or vibrations, such as, for example, rubber, foam, fibres, air cushions, chambers or cells with enclosed liquid or gas.
  • the shock and/or vibration absorbing connecting piece can consist of a frame that comprises a shock and/or vibration absorbing material (for example, a more or less supple casing filled with fibres or gas, cf. a tennis ball), or a frame that is at least partly enveloped by the shock and/or vibration absorbing material (for example, a metal or synthetic skeleton enveloped by rubber or foam).
  • the shock and/or vibration absorbing connecting piece can preferably also consist completely of shock and/or vibration absorbing material. It can be made of any shock and/or vibration absorbing synthetic material which is suitable for extrusion or injection moulding, such as polystyrene, polyurethane, polyester, polyethylene, etc., or it may be made of rubber, synthetic or natural, and preferably recycled rubber, or a combination of rubber and a synthetic material. In the case of rubber, the shock and/or vibration absorbing connecting piece can be made by compression moulding of rubber (whether recycled or granulated) and a polymer, for example, polyurethane.
  • the shock and/or vibration absorbing connecting piece should preferably have a compression of just a few millimetres, less than 5 mm, or even less than 3 mm, at a load which is common for all kinds of applications such as elevated roofs, terraces, or technical flooring for outdoor and indoor applications, and this depending on the chosen shock and/or vibration absorbing material.
  • the shock and/or vibration absorbing material can be chosen according to the maximum desired or permitted compression set (which is a measure of the permanent deformation when a compressive force is removed) according to standard ASTM D395, the foregoing according to the shock and/or vibration absorbing capacity of the connecting piece.
  • the shock and/or vibration absorbing connecting piece can be provided with means allowing it to be attached to the underlying and/or overlying connecting pieces, or in the absence of multiple connecting pieces, to the base and/or the support plate, for example, click systems or snap-fit clips.
  • the shock and/or vibration absorbing connecting piece can also be attached by means of gluing or welding.
  • the shock and/or vibration absorbing connecting piece can have a geometry that engages the underlying and/or overlying connecting pieces, if any, or in the absence of multiple connecting pieces, the base and/or the support plate.
  • the aforementioned geometry can, for example, be a raised edge at the periphery, such that the shock and/or vibration absorbing connecting piece cannot slide or be pressed out of the support element.
  • the geometry can also exhibit a relief on at least one side parallel with the underlying surface, having one or more projections and/or one or more cavities, which fit into a complementary relief of an overlying or underlying connecting piece, or in the absence of multiple connecting pieces, into a complementary relief on the base and/or the support plate.
  • FIG. 1 illustrates such a shock and/or vibration absorbing connecting piece with a pronounced relief that engages and/or is complementary with other parts of the support element, the foregoing in combination with snap-fit clips (x and x').
  • FIG. 2 and 3 illustrate two shock and/or vibration absorbing connecting pieces as described in the previous section, with different height, such that the height of the support element can be changed according to the desired application, by choosing a different height of shock and/or vibration absorbing connecting piece.
  • the one or more stackable connecting pieces including the shock and/or vibration absorbing connecting piece, exhibit a relief parallel to the underlying surface on both sides, having one or more projections and/or one or more cavities allowing several connecting pieces to be stacked such that the projecting portions of one connecting piece fit into the cavities of an overlying or underlying connecting piece.
  • An advantage of the invention is that the use of connecting pieces with a relief that allow different connecting pieces to fit on each other provides increased stability because the connecting pieces cannot slide out of each other due to the relief, which is particularly important for the shock and/or vibration absorbing connecting piece since this will tend to be pushed out of the support element by compression.
  • a second advantage is that such relief is a passive and therefore durable system to link connecting pieces to each other.
  • a third advantage is that the connecting pieces provide increased height adjustability such that applications where relatively large irregularities in the underlying surface need to be accommodated and/or where the distance between the raised surface and the underlying surface is relatively large are among the possibilities.
  • the relief of one or more projections and/or one or more cavities can comprise any combination of projections and/or cavities.
  • the relief on both sides of the connecting piece parallel with the underlying surface can be identical or can be different.
  • the support element is characterised by connecting pieces, including the shock and/or vibration absorbing connecting piece, with a relief on one side, parallel with the underlying surface, which is complementary to the relief on the opposite side.
  • a 'complementary relief' means that the relief on one side parallel to the underlying surface would theoretically fit on the relief on the opposite side parallel to the underlying surface. In this way, any connecting piece will fit on any other connecting piece, and connecting pieces can be exchanged with connecting pieces with a different height.
  • the support element can therefore be built up with exchangeable connecting pieces of different heights depending on the desired distance between the underlying surface and the object which is to be supported.
  • the one or more projections and/or one or more cavities can have any form.
  • the one or more projections (5) in the relief taper towards their free end, and the cavities (6) are defined by side walls and a base, the side walls of a cavity tapering towards the base.
  • the protrusions are therefore mastaba-shaped or even pyramid-shaped, while the cavities are in the form of an inverted mastaba or even an inverted pyramid.
  • each of the connecting pieces including the shock and/or vibration absorbing connecting piece, include one projection that is carried out annularly in the vicinity of the outer circumference of one side parallel with the underlying surface, and includes one cavity that is carried out annularly in the vicinity of the outer circumference of the opposite side parallel with the underlying surface.
  • the projection is disc-shaped, and the cavity is also disc-shaped.
  • the connecting pieces can be provided with means allowing the connecting pieces to be interconnected, for example, by means of click systems or snap-fit clips.
  • Each connecting piece can have a height, measured in the vertical direction of the upright support element, between 5 and 150 mm, preferably 15 mm, 50 mm and 100 mm.
  • the base (1) of the support element includes a disc-shaped cavity in which a ring-shaped element (7) with internal screw thread fits engaging with a control piece (8) with corresponding external screw thread, the control piece exhibiting a relief on the highest side parallel with the underlying surface of one or more projections and/or one or more cavities complementary to the relief of a connecting piece of the one or more connecting pieces (see circle).
  • the ring-shaped element consequently enters the disc-shaped cavity of the base.
  • the control piece is fastened by screwing it into the internal screw thread of the ring-shaped element.
  • a support element according to the present invention provides stepless height control which, in combination with the stackable connecting pieces (3), can bridge a very large difference in height.
  • the screw thread of the control piece has such a length, measured in the vertical direction of the upright support element, that it can bridge a difference in height which is at least equal to the height of the connecting piece with the lowest height among the connecting pieces.
  • the connecting piece with the lowest height has a height of 50 mm
  • the screw thread of the control piece must be able to bridge at least 50 mm, so that the support element obtains a stepless height control from 0 to 150 mm depending on whether no, one or two connecting pieces of 50 mm are used.
  • FIG. 8 shows a support element according to the present invention that can hold an object at a distance of between 70 and 327 mm from an underlying surface, the foregoing being infinitely variable if use is made of a circular element (7) and a control piece (8) with screw thread of 57 mm in height and provided the connecting pieces of 50 mm (3') and 100 mm (3") in height are used correctly.
  • the underside of the support plate has a relief complementary to the relief of the one or more connecting pieces such that the support plate can also be placed on the intermediate piece in a stable and durable manner.
  • the highest side of the control piece parallel to the underlying surface and viewed according to the vertical direction of the upright support element can possess a relief complementary to the relief of the one or more connecting pieces such that the one or more connecting pieces can be placed on the control piece in a stable and durable manner.
  • control piece can be provided with means which make it possible to fix the lower connecting piece to the control piece, for example, by means of click systems or snap-fit clips.
  • the ring-shaped element and the control piece may be made of any synthetic material that is suitable for extrusion or injection moulding, or of metal.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Claims (8)

  1. Stützelement für eine erhöhte Oberfläche, wobei das Stützelement die folgenden Teile umfasst:
    (a) eine Basis, die es ermöglicht, das Stützelement in aufrechter Position auf einer Unterlage zu platzieren,
    (b) auf der Basis ein Zwischenstück, das aus einem oder mehreren stapelbaren Verbindungsstücken besteht, die auf mindestens einer Seite parallel zu der darunter liegenden Fläche ein Relief aufweisen, das einen oder mehrere Vorsprünge und/oder einen oder mehrere Hohlräume hat, die in ein passendes Relief eines darüber oder darunter liegenden Verbindungsstücks oder, wenn es keine mehreren Verbindungsstücke gibt, in ein passendes Relief auf der Basis und/oder der Trägerplatte passen, und
    (c) auf dem Zwischenstück eine Stützplatte, die als Stütze eines Objekts in einem Abstand von der darunter liegenden Oberfläche geeignet ist, wobei dass das eine oder die mehreren stapelbaren Verbindungsstücke ein stoß- und/oder schwingungsabsorbierendes Verbindungsstück umfassen, das zumindest teilweise aus stoß- und/oder schwingungsabsorbierendem Material besteht, wobei das eine oder die mehreren stapelbaren Verbindungsstücke, einschließlich des stoß- und/oder schwingungsabsorbierenden Verbindungsstücks, auf beiden Seiten ein Relief parallel zur darunter liegenden Oberfläche aufweisen, mit einem oder mehreren Vorsprüngen und/oder einem oder mehreren Hohlräumen, die es ermöglichen, mehrere Verbindungsstücke so zu stapeln, dass die vorstehenden Teile eines Verbindungsstücks in die Hohlräume eines darüber oder darunter liegenden Verbindungsstücks passen, dadurch gekennzeichnet, dass jedes der ein oder mehreren Verbindungsstücke, einschließlich des stoß- und/oder schwingungsdämpfenden Verbindungsstücks, einen Vorsprung aufweist, der ringförmig in der Nähe des Außenumfangs einer Seite parallel zur darunter liegenden Oberfläche ausgeführt ist, und einen Hohlraum aufweist, der ringförmig in der Nähe des Außenumfangs der gegenüberliegenden Seite parallel zur darunter liegenden Oberfläche ausgeführt ist.
  2. Stützelement nach Anspruch 1, dadurch gekennzeichnet, dass das stoß- und/oder schwingungsdämpfende Verbindungsstück vollständig aus stoß- und/oder schwingungsdämpfendem Material besteht.
  3. Stützelement nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das stoß- und/oder schwingungsdämpfende Verbindungsstück mit Mitteln versehen ist, die es erlauben, es an den darunterliegenden und/oder darüberliegenden Verbindungsstücken, falls vorhanden, oder in Ermangelung mehrerer Verbindungsstücke, an der Basis und/oder der Stützplatte zu befestigen.
  4. Stützelement nach Anspruch 1, dadurch gekennzeichnet, dass das Relief auf einer Seite komplementär zu dem Relief auf der gegenüberliegenden Seite ist.
  5. Stützelement nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass eines oder mehrere der Verbindungsstücke mit Mitteln versehen ist/sind, die es ermöglichen, die Verbindungsstücke miteinander zu verbinden.
  6. Stützelement nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass jedes Verbindungsstück eine Höhe, gemessen in vertikaler Richtung des Stützelements, zwischen 5 und 150 mm aufweist.
  7. Stützelement nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass die Basis einen scheibenförmigen Hohlraum aufweist, in den ein ringförmiges Element mit Innengewinde passt, das in ein Steuerteil mit entsprechendem Außengewinde eingreift, wobei das Steuerteil auf der höchsten Seite ein Relief aufweist, das parallel zu der darunter liegenden Oberfläche eines oder mehrerer Vorsprünge und/oder eines oder mehrerer Hohlräume verläuft, die komplementär zu dem Relief eines Verbindungsstücks des einen oder der mehreren Verbindungsstücke sind.
  8. Stützelement nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass das Schraubgewinde des Steuerteils einen Höhenunterschied überbrücken kann, der mindestens gleich der Höhe des Verbindungsstücks mit der geringsten Höhe unter den Verbindungsstücken ist.
EP17702015.3A 2016-01-14 2017-01-16 Trägerelement für erhöhte oberflächen Active EP3402941B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE2016/0007A BE1023786B1 (nl) 2016-01-14 2016-01-14 Dragerelement voor verhoogde oppervlakken
PCT/EP2017/050817 WO2017121899A1 (en) 2016-01-14 2017-01-16 Support element for raised surfaces

Publications (2)

Publication Number Publication Date
EP3402941A1 EP3402941A1 (de) 2018-11-21
EP3402941B1 true EP3402941B1 (de) 2023-08-16

Family

ID=55456496

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17702015.3A Active EP3402941B1 (de) 2016-01-14 2017-01-16 Trägerelement für erhöhte oberflächen

Country Status (3)

Country Link
EP (1) EP3402941B1 (de)
BE (1) BE1023786B1 (de)
WO (1) WO2017121899A1 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110512829B (zh) * 2019-08-28 2021-04-13 浙江万瑞建设有限公司 一种房建地板结构

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2457743A1 (de) * 1974-12-06 1976-06-16 Goldbach Gmbh Holz Kunststoffu Hoehenverstellbares stuetzelement
FR2639666A1 (fr) * 1988-09-27 1990-06-01 Jou Plast Sa Plot reglable pour le support d'elements de sol, tels que dalles, caillebotis, ou analogues
US4953658A (en) * 1989-06-07 1990-09-04 Ohbayashi Corporation Seismic isolator
EP0767318A2 (de) * 1995-10-06 1997-04-09 INTEC AACHEN INNOVATIVE TECHNOLOGIEN FÜR DIE BAUSANIERUNG, Dr. Honsinger & Dr. Breitbach Matten- oder leistenförmiger Schwingungsdämpfer aus dauerelastischem Werkstoff

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4419589A1 (de) * 1994-06-03 1994-10-13 Ulrich Dipl Ing Hammerschmidt Abstandshalter zur positionierten Befestigung einer Latte an einer Decke oder Wand
GB0418912D0 (en) * 2004-08-25 2004-09-29 Danskin Flooring Systems Ltd Improved building components

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2457743A1 (de) * 1974-12-06 1976-06-16 Goldbach Gmbh Holz Kunststoffu Hoehenverstellbares stuetzelement
FR2639666A1 (fr) * 1988-09-27 1990-06-01 Jou Plast Sa Plot reglable pour le support d'elements de sol, tels que dalles, caillebotis, ou analogues
US4953658A (en) * 1989-06-07 1990-09-04 Ohbayashi Corporation Seismic isolator
EP0767318A2 (de) * 1995-10-06 1997-04-09 INTEC AACHEN INNOVATIVE TECHNOLOGIEN FÜR DIE BAUSANIERUNG, Dr. Honsinger & Dr. Breitbach Matten- oder leistenförmiger Schwingungsdämpfer aus dauerelastischem Werkstoff

Also Published As

Publication number Publication date
WO2017121899A1 (en) 2017-07-20
EP3402941A1 (de) 2018-11-21
BE1023786A1 (nl) 2017-07-26
BE1023786B1 (nl) 2017-07-27

Similar Documents

Publication Publication Date Title
CA2118800C (en) Arrangement in a protective membrane, especially for floors
US9499992B2 (en) Precision height adjustable flooring substrate support sytem
KR101319511B1 (ko) 엘리베이티드 플로어의 패널 부재들을 지지하기 위한 조정 가능한 받침대 및 그 받침대용 경사 조정 가능 헤드
CA2845223C (en) Pedestal for ballast block decking
CA2838374C (en) Restraint system for elevated surface tiles
US8505256B2 (en) Synthetic floor tile having partially-compliant support structure
US20120272589A1 (en) Structural systems for restraining elevated surface tiles
KR101302936B1 (ko) 단지, 조경, 공원, 하천, 도로에 사용되는 데크 조립체
CA3041229A1 (en) Support for raised floors
US20130008741A1 (en) Sound-insulating and vibration-isolating rubber pad and method for installing a sound-insulating and vibration-isolating floor using same
WO2015030255A1 (ja) フリーアクセスフロア
EP3402941B1 (de) Trägerelement für erhöhte oberflächen
US11002023B2 (en) Flooring support system
EP3347547B1 (de) Trägerelement für erhöhte oberflächen
US10829941B2 (en) Flooring support system
JP7381857B2 (ja) 段差修正装置
US10815673B2 (en) Flooring support system
KR101428760B1 (ko) 층간소음 바닥재
JP3159295U (ja) 防振材、該防振材を用いた防振床構造
US10794067B2 (en) Flooring support system
US10815678B2 (en) Flooring support system
KR20180062670A (ko) 충격 및 소음 감쇄장치, 그 제조방법, 및 그것을 이용한 공동주택 뜬바닥 구조
US20200190816A1 (en) Flooring Support System
KR20210011613A (ko) 마루틀 고정장치
KR102547743B1 (ko) 데크 및 플로어 설치 공법

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

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

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

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: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20180814

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

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20201218

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

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

INTG Intention to grant announced

Effective date: 20230613

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

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602017072741

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20230816

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 1600211

Country of ref document: AT

Kind code of ref document: T

Effective date: 20230816

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

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: 20231117

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: 20231216

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: 20230816

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: 20230816

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: 20231218

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: 20231116

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: 20230816

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: 20230816

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: 20230816

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: 20231216

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: 20230816

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: 20231117

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: 20230816

Ref country code: AT

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: 20230816

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

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: 20230816

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

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: 20230816

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: 20230816

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: 20230816

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: 20230816

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: 20230816

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: 20230816

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: 20230816

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: 20230816

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602017072741

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

26N No opposition filed

Effective date: 20240517

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

Effective date: 20230816

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: 20230816

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602017072741

Country of ref document: DE

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: 20230816

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: 20230816

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: LU

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

Effective date: 20240116

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

Effective date: 20240116

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: 20240116

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: 20240801

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: 20240116

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: 20240131

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

Ref country code: FR

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

Effective date: 20240131

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: 20240131

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: 20240116

Ref country code: FR

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

Effective date: 20240131

Ref country code: DE

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

Effective date: 20240801

Ref country code: CH

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

Effective date: 20240131

Ref country code: BE

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

Effective date: 20240131

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20240131

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: 20230816

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: 20230816

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: 20240116

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: 20240116

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; INVALID AB INITIO

Effective date: 20170116

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: 20170116

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: 20230816