EP3830339B1 - Pavé et pavage fabriqué à partir dudit pavé - Google Patents
Pavé et pavage fabriqué à partir dudit pavé Download PDFInfo
- Publication number
- EP3830339B1 EP3830339B1 EP19789577.4A EP19789577A EP3830339B1 EP 3830339 B1 EP3830339 B1 EP 3830339B1 EP 19789577 A EP19789577 A EP 19789577A EP 3830339 B1 EP3830339 B1 EP 3830339B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- paver
- connector
- paver according
- shoulders
- paving
- 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
Links
- 239000004575 stone Substances 0.000 title description 40
- 239000002131 composite material Substances 0.000 description 51
- 239000000463 material Substances 0.000 description 24
- 230000003139 buffering effect Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 238000007373 indentation Methods 0.000 description 5
- 238000005056 compaction Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 239000002969 artificial stone Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 241000826860 Trapezium Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C2201/00—Paving elements
- E01C2201/02—Paving elements having fixed spacing features
Definitions
- the present invention relates to a paving stone with a bottom surface, a top surface and a large number of side surfaces, with a vertical strip-shaped composite section protruding from this side surface being arranged on at least one side surface, which interacts with strip-shaped composite sections of neighboring stones to prevent displacement when a pavement is created, producing a bond .
- the present invention relates to a paving stone which can have any shaped side faces, for example flat side faces or curved side faces.
- a paving stone which can have any shaped side faces, for example flat side faces or curved side faces.
- an artificial stone for paving purposes which has composite sections which are expanded in the form of a base at the lower end and taper towards the top.
- the base-shaped extensions are intended to make it easier to put the stones together as a laying aid.
- a paving stone with compound sections and lower socket-shaped extensions is known. These base-shaped extensions also serve as a laying aid and are intended to prevent the paving stones from being subjected to high surface pressures on the composite sections when there are high traffic loads.
- the EP 1 036 882 A1 describes an artificial stone for paving purposes, which has spacers on its side surfaces, the surface of the spacer for contacting a neighboring stone being designed so small that it secures the ideal position of the stone with the desired joint spacing when laying, but when the laid paving is vibrated gets destroyed. In this way, the desired elasticity of the laid pavement is ensured with exact compliance with the target joint spacing.
- the spacer is intended to be provided on the lower portions of bonded sections so that a stepped shoulder results.
- DE 10 2007 015 831 A1 relates to a concrete paving stone, with exactly one tooth on a stone grid section having a vertical lower tooth part which tapers perpendicularly to the side surface above half the height of the stone via a slope to a vertical upper tooth part and in which the one or more other teeth in a stone grid section are continuous over the entire tooth height protrude as far from the side surfaces as the upper tooth part of the first tooth.
- an effective anti-slip protection of the paving stones among each other with the help of intended bond sections requires perfect joint filling.
- the usually narrow joints can be filled with jointing material clog at the top with the result that the respective joint is not properly filled.
- the present invention is based on the object of creating a paving stone of the type described at the outset which causes particularly good fixation of the joint material filling in the laid paving.
- the composite section has a stepped shape with at least three stepped shoulders arranged one above the other, the shoulders being separated from one another by the stepped shoulders
- Composite section areas protrude less and less from bottom to top.
- the solution according to the invention therefore provides a stepped embodiment of the composite section or composite sections. This ensures that the corresponding joint does not widen upwards via a steep incline, but in a stair-like manner, so that forces acting on the pavement, in particular forces when the pavement is shaken or caused by traffic, do not act on the joint at an upward angle, but are directed essentially horizontally. These horizontal forces do not cause any upward loosening or removal of the joint material or reduce such forces, so that essentially better compression of the joint filling can be assumed.
- the stepped shoulders preferably extend completely around the composite sections, ie from one part of the side wall of the paving stone to the other part of the side wall, so that there are no corresponding inclined surfaces anywhere on the composite section that entail the disadvantages described above.
- the composite section is therefore made up of several, ie at least three, vertically running composite section regions which are arranged one above the other and are separated from one another by stepped shoulders. It is important that the composite section has a step-like gradation, which means that when force is applied to the paving stone, there are no upwardly directed force components, but rather horizontally acting force components that prevent the joint material from loosening or being ejected.
- the width of the respective stepped shoulders can be the same or different, depending on the design of the composite sections, which as a result can protrude more or less with their areas.
- a special embodiment of the invention is characterized in that the stepped shoulders are designed to be inclined downwards from the side surface to the front area of the composite section, in particular at an angle of inclination of ⁇ 30 degrees. These inclined stepped shoulders increase the effect that the joint material can slide down, so that compaction is therefore promoted. The resulting obliquely upward force components are negligible due to the small width of the stepped shoulders.
- the top surface of the composite section is also preferably designed to be inclined downwards towards the front area of the composite section. In particular, it preferably runs parallel to the inclined stepped shoulders.
- the composite section can extend over the entire height of a paving stone, i. H. extend from its bottom surface to its top surface. However, the composite section preferably extends over only part of the height of a paving stone and preferably ends shortly before reaching the top surface. When the joint is filled with jointing material, the composite section is no longer visible. This has visual advantages and also means that more joint material can be provided and better rainwater infiltration is achieved.
- the shape of the composite section is in the form of a vertical strip which is preferably semicircular in horizontal section, with a semicircular shape or a trapezoidal shape with a semicircle placed on top being particularly advantageous.
- These rounded or sloping shapes mean that the joint material can slide along the composite section and does not get caught on it.
- the corresponding sliding effect is particularly pronounced when a composite section area between the stepped shoulders or several areas with their lateral sections nestle against the side surfaces of the paving stone, i. H. gradually transition into this. This is particularly preferred at the lowermost composite section area.
- the composite section has a vertical, elongate indentation in its foremost region.
- Such an indentation can be formed, for example, as a notch.
- the reason for the The arrangement of such a depression or notch is as follows: The most important area for buffering by joint material is the small zone between the foremost area or tip of the bonded sections and the side surface of the corresponding neighboring block. As soon as the joint between them is not perfectly filled, the joint material (buffer material) in the upper stone area, which is important for the buffering, is removed from the buffering zone between the adjacent stone surface and the foremost area or the tip with a rounded design of the stone during filling or vibrations caused by traffic Composite section pushed away to the side. Buffering may no longer work at all.
- the invention provides a corresponding vertical depression in which joint material can collect and counteract lateral displacement.
- a central vertical notch at the top of the composite section therefore fixes the joint material in the area most important for buffering. In this way, the security of the buffering is significantly improved.
- the invention also relates to a paving composed of a plurality of paving stones of the type described above.
- figure 1 shows four paving stones 1, which are each rectangular in horizontal section.
- the paving stones 1 each have a bottom surface, a top surface 2 and four side surfaces 3.
- Each side surface is provided with two pairs of composite sections 4.
- Each composite portion is in the form of a vertical ledge protruding from the corresponding side face 3 and extending upwards from the bottom face of the paving stone 1 to just short of the top face 2 .
- each composite section 4 has approximately the shape of a trapezium with a semicircle attached to it.
- the pairs of bonded sections 4 are spaced apart such that they can cooperate with pairs of bonded sections of neighboring blocks to form a pavement bond.
- a bonded section of a neighboring stone engages in the space between the two bonded sections 4, with a joint remaining between them, which widens from bottom to top.
- the precise formation of a composite section 4 is shown in FIG.
- the composite section 4 has a stepped shape and, in the exemplary embodiment shown here, has three composite section regions 5, 7 and 8 from bottom to top, which are separated from one another by two stepped shoulders 11 and 10.
- At the upper end of the composite section is a deck surface 9.
- the stepped shoulders 11, 10 and deck surface 9 slope forwards and downwards and extend at a slant angle of ⁇ 30 degrees from the side face of the paving stone.
- the three composite section areas 5, 7 and 8 arranged one above the other extend in the vertical direction.
- the composite section areas 5, 7 and 8 therefore protrude less and less from the corresponding side surface from bottom to top, so that when the paving stones are placed next to one another there is a corresponding widening of the joint.
- An incline or an upwardly tapering configuration of the composite section is therefore avoided.
- the lowermost, most protruding composite section area 5 is formed in such a way that its lateral areas 6 are widened in the lateral direction and at these points gradually merge into the side surface of the paving stone and nestle against it. In this way, inter alia, the filled joint material is prevented from getting caught in this area.
- this has in its frontmost area or its tip a depression or indentation 14 extending in the longitudinal direction of the composite section, which prevents the joint material located between the frontmost area of the composite section 15 and the side surface of the neighboring stone, for example when vibrating laterally is displaced, so that the corresponding buffer effect is lost in between.
- the indentation or indentation 14 holds back joint material at this point and also ensures a corresponding buffering effect through joint material here.
- a corresponding flattening can also be provided in the foremost area of the composite section in order to counteract a lateral displacement of joint material at this point. Such a flattening is in figure 2 implied.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Floor Finish (AREA)
- Road Signs Or Road Markings (AREA)
Claims (13)
- Pavé comprenant une surface inférieure, une surface supérieure et une pluralité de surfaces latérales, dans lequel une section d'assemblage en forme de baguette verticale, laquelle coopère avec des sections d'assemblage en forme de baguettes de pavés adjacents lors de la réalisation d'un pavage et de la fabrication d'un assemblage, est disposée sur au moins une surface latérale tout en faisant saillie à partir de celle-ci, caractérisé en ce que la section d'assemblage (4, 15) présente une forme en gradins avec au moins trois épaulements étagés (10, 11) superposés, dans lequel les régions de section d'assemblage (5, 7, 8) séparées les unes des autres par les épaulements étagés (10, 11) sont de moins en moins saillantes du bas vers le haut.
- Pavé selon la revendication 1, caractérisé en ce que les épaulements étagés (10, 11) s'étendent complètement autour des sections d'assemblage (4, 15).
- Pavé selon la revendication 1 ou 2, caractérisé en ce que la largeur des épaulements étagés (10, 11) est égale.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que les épaulements étagés (10, 11) sont conçus de façon inclinée vers le bas à partir de la surface latérale (3) du pavé vers la région avant de la section d'assemblage (4, 15), en particulier selon un angle d'inclinaison < 30 degrés.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que la surface supérieure (9) de la section d'assemblage (4, 15) est conçue de façon inclinée vers le bas vers la région avant de celle-ci.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que la section d'assemblage (4, 15) ne s'étend que sur une partie de la hauteur d'un pavé (1).
- Pavé selon l'une des revendications précédentes, caractérisé en ce que la section d'assemblage (4, 15) présente une coupe horizontale de forme approximativement semi-circulaire ou en forme de trapèze avec un demi-cercle sur le dessus.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que la région de section d'assemblage (5) située tout en bas se prolonge progressivement avec ses sections latérales (6) dans la surface latérale (3) du pavé (1) en épousant la forme de celle-ci.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que les sections d'assemblage (4, 15) sont disposées par paires.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que la section d'assemblage (15) présente un renfoncement allongé vertical (14) dans sa région située le plus à l'avant.
- Pavé selon l'une des revendications précédentes, caractérisé en ce que les sections d'assemblage sont disposées en séries répétitives de trois sections d'assemblage.
- Pavé selon l'une des revendications 1 à 10, caractérisé en ce que les sections d'assemblage (4, 15) sont disposées en séries répétitives de deux sections d'assemblage et d'un espace vide.
- Pavage assemblé à partir d'une multitude de pavés selon les revendications 1 à 12.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102018006064.1A DE102018006064A1 (de) | 2018-08-01 | 2018-08-01 | Pflasterstein und hieraus hergestelltes Pflaster |
PCT/DE2019/000197 WO2020025073A1 (fr) | 2018-08-01 | 2019-07-23 | Pavé et pavage fabriqué à partir dudit pavé |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3830339A1 EP3830339A1 (fr) | 2021-06-09 |
EP3830339B1 true EP3830339B1 (fr) | 2022-06-22 |
Family
ID=68280646
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19789577.4A Active EP3830339B1 (fr) | 2018-08-01 | 2019-07-23 | Pavé et pavage fabriqué à partir dudit pavé |
Country Status (5)
Country | Link |
---|---|
US (1) | US11384487B2 (fr) |
EP (1) | EP3830339B1 (fr) |
CA (1) | CA3107926A1 (fr) |
DE (1) | DE102018006064A1 (fr) |
WO (1) | WO2020025073A1 (fr) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
USD950106S1 (en) * | 2016-07-31 | 2022-04-26 | F. Von Langsdorff Licensing Limited | Paving stone |
DE102018010067A1 (de) * | 2018-11-21 | 2020-05-28 | Detlef Schröder | Pflasterstein mit Versickerungsbereich und damit hergestelltes Pflaster |
Family Cites Families (29)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3873225A (en) * | 1972-09-05 | 1975-03-25 | Karna Jakobsen | Paving stones |
USD317207S (en) * | 1987-12-21 | 1991-05-28 | Rolf Scheiwiller | Paving stone |
USD317208S (en) * | 1987-12-21 | 1991-05-28 | Rolf Scheiwiller | Paving stone |
WO1994025677A1 (fr) * | 1993-04-23 | 1994-11-10 | Scheiwiller Rene | Pave avec elements d'espacement lateraux |
USD434857S (en) * | 1997-02-28 | 2000-12-05 | Rolf Scheiwiller | Paving stone |
EP1036882B1 (fr) | 1999-03-15 | 2003-03-05 | Kombilith GmbH Entwicklung und Verwertung | Pierre artificielle pour revêtements |
CA2389952C (fr) * | 2001-06-08 | 2011-05-24 | Beton Bolduc (1982) Inc. | Paves imbriques |
EP1335069B1 (fr) | 2002-02-07 | 2005-11-30 | Kombilith GmbH Entwicklung und Verwertung | Pierre artificielle pour revêtements |
EP1624108A1 (fr) * | 2004-08-02 | 2006-02-08 | Harald Schröder | Elément de pavage |
CA2484584A1 (fr) * | 2004-11-05 | 2006-05-05 | Etablissements Heinrich Bock Et Cie | Pave en beton autobloquant |
DE102005057434A1 (de) * | 2005-11-30 | 2007-05-31 | Rolf Scheiwiller | Formstein und Bausatz aus Formsteinen |
DE102007015831B4 (de) * | 2006-04-01 | 2011-02-03 | Roth, Reiner, Dipl.-Ing. (Fh) | Betonpflasterstein |
DE102006026314A1 (de) * | 2006-06-02 | 2007-12-06 | Kronimus Ag Betonsteinwerke | Betonstein |
DE202006013475U1 (de) | 2006-08-25 | 2006-11-09 | Schlupp, Klaus | Pflaster- oder Formstein mit Gelenkelementen zur Verlegung im Verband |
DE102007046238A1 (de) * | 2007-09-26 | 2009-04-02 | Sf-Kooperation Gmbh Beton-Konzepte | Formstein aus Beton zur Verlegung von Erdreichabdeckungen und Bausatz aus derartigen Formsteinen |
DE102007054564A1 (de) * | 2007-11-15 | 2009-05-20 | Schröder, Detlef, Dipl.-Ing. | Pflasterstein und aus diesen bestehende maschinenverlegbare Pflasterformation |
DE102009009199A1 (de) * | 2009-02-17 | 2010-08-19 | Schröder, Detlef, Dipl.-Ing. | Pflasterstein mit zugehöriger Form |
DE102009017511A1 (de) * | 2009-04-15 | 2010-10-21 | Roth, Reiner, Dipl.-Ing. (Fh) | Betonpflasterstein |
CA3016211C (fr) * | 2011-10-11 | 2020-03-10 | Techo-Bloc Inc. | Bloc de pave de beton interconnectable precoule destine a la construction de surface de pavage |
US20140199121A1 (en) * | 2013-01-14 | 2014-07-17 | Lithonplus Gmbh & Co. Kg | Method for manufacturing an actively heatable pavement |
CA2842448C (fr) * | 2013-03-08 | 2016-01-19 | Pavestone, LLC | Pave porteur et procede d'installation |
DE202013003983U1 (de) * | 2013-04-27 | 2013-05-15 | Reiner Roth | Betonpflasterstein |
DE102013007338A1 (de) * | 2013-04-27 | 2014-10-30 | Reiner Roth | Betonpflasterstein |
DE102014010411A1 (de) * | 2014-07-12 | 2016-01-14 | Detlef Schröder | Pflasterstein mit doppeltem Verbundsystem und hiermit verlegtes Pflaster |
US20160097168A1 (en) * | 2014-10-03 | 2016-04-07 | Pavestone, LLC | Interlocking paver |
US9732523B2 (en) * | 2015-07-24 | 2017-08-15 | Keystone Retaining Wall Systems Llc | Connection surface for a structural unit and method of making same |
DE202016002893U1 (de) * | 2016-05-03 | 2016-06-08 | Reiner Roth | Betonpflasterstein |
USD864420S1 (en) * | 2016-07-31 | 2019-10-22 | F. Von Langsdorff Licensing Limited | Paving stone |
DE102017009020A1 (de) * | 2017-09-27 | 2019-03-28 | Reiner Roth | Betonpflasterstein |
-
2018
- 2018-08-01 DE DE102018006064.1A patent/DE102018006064A1/de active Pending
-
2019
- 2019-07-23 CA CA3107926A patent/CA3107926A1/fr active Pending
- 2019-07-23 US US17/261,816 patent/US11384487B2/en active Active
- 2019-07-23 WO PCT/DE2019/000197 patent/WO2020025073A1/fr unknown
- 2019-07-23 EP EP19789577.4A patent/EP3830339B1/fr active Active
Also Published As
Publication number | Publication date |
---|---|
DE102018006064A1 (de) | 2020-02-06 |
EP3830339A1 (fr) | 2021-06-09 |
US11384487B2 (en) | 2022-07-12 |
WO2020025073A1 (fr) | 2020-02-06 |
US20210269987A1 (en) | 2021-09-02 |
CA3107926A1 (fr) | 2020-02-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0648291B1 (fr) | Pave avec elements d'espacement lateraux | |
EP3830339B1 (fr) | Pavé et pavage fabriqué à partir dudit pavé | |
EP1036882A1 (fr) | Pierre artificielle pour revêtements | |
EP0039372A1 (fr) | Brique moulée pour talus | |
DE4036444A1 (de) | Plattenfoermiger pflasterstein | |
DE19520887C2 (de) | Pflastersteinverlegeelement | |
EP1024226B1 (fr) | Pierre artificielle pour revêtements | |
DE102010007798B4 (de) | Betonpflasterstein | |
EP2236669A2 (fr) | Kit de pavé pour l'établissement d'un pavé d'arc de segment et élément de base de pavé | |
EP1954882B1 (fr) | Pierre moulée | |
DE102021000131A1 (de) | Betonpflasterstein | |
DE10244929A1 (de) | Betonpflasterstein | |
DE8131881U1 (de) | Pflasterstein | |
DE102009017511A1 (de) | Betonpflasterstein | |
DE202021000132U1 (de) | Betonpflasterstein | |
DE102009009199A1 (de) | Pflasterstein mit zugehöriger Form | |
EP2331752A1 (fr) | Pavage de sol constitué de blocs moulés | |
DE202009005515U1 (de) | Betonpflasterstein | |
DE202022000899U1 (de) | Betonpflasterstein | |
DE4214078A1 (de) | Bausystem fuer ein bepflanzbare boeschungssteine umfasssendes stuetzbauwerk | |
DE8434576U1 (de) | Formkoerper zur bildung von bodenbelaegen | |
DE102022002608A1 (de) | Verbund-Betonpflasterstein | |
DE2431708A1 (de) | Hoeckerplatte aus beton | |
DE102020100860A1 (de) | Pflasterstein aus Beton, Flächenbelag sowie Verfahren zum Herstellen eines Pflastersteins | |
DE202017005001U1 (de) | Betonpflasterstein |
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: 20210226 |
|
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 |
|
DAV | Request for validation of the european patent (deleted) | ||
DAX | Request for extension of the european patent (deleted) | ||
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: 20220104 |
|
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 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502019004753 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 1499840 Country of ref document: AT Kind code of ref document: T Effective date: 20220715 |
|
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: LT Ref legal event code: MG9D |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20220622 |
|
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: 20220622 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: 20220922 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: 20220622 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: 20220622 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: 20220923 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: 20220622 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: 20220922 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20220622 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: 20220622 |
|
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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20220622 |
|
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: 20220622 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: 20220622 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: 20220622 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: 20221024 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: 20220622 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: 20220622 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: 20220622 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502019004753 Country of ref document: DE |
|
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: 20220622 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: 20221022 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
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: 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: 20220622 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: 20220622 |
|
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: 20220731 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220723 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220731 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: 20220622 |
|
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: 20230323 |
|
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: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220723 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220822 |
|
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: 20220622 |
|
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: 20220622 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20230723 |
|
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: 20220622 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: 20220622 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20230723 |
|
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: 20190723 |