EP3851582A1 - Dispositif d'évacuation, en particulier cuvette d'évacuation ou siphon - Google Patents

Dispositif d'évacuation, en particulier cuvette d'évacuation ou siphon Download PDF

Info

Publication number
EP3851582A1
EP3851582A1 EP21151542.4A EP21151542A EP3851582A1 EP 3851582 A1 EP3851582 A1 EP 3851582A1 EP 21151542 A EP21151542 A EP 21151542A EP 3851582 A1 EP3851582 A1 EP 3851582A1
Authority
EP
European Patent Office
Prior art keywords
drainage device
drainage
drain
cup
inlet opening
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP21151542.4A
Other languages
German (de)
English (en)
Other versions
EP3851582B1 (fr
Inventor
Andreas Kammersberger
Viet Tue Nguyen
Regina Della Pietra
Thomas Hauszer
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP3851582A1 publication Critical patent/EP3851582A1/fr
Application granted granted Critical
Publication of EP3851582B1 publication Critical patent/EP3851582B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0401—Gullies for use in roads or pavements
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E01D19/086—Drainage arrangements or devices
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/0404—Drainage on the roof surface
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/266—Concrete reinforced with fibres other than steel or glass
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/0407—Floor drains for indoor use
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/0404—Drainage on the roof surface
    • E04D13/0409—Drainage outlets, e.g. gullies

Definitions

  • the invention relates to a drainage device, the drainage device having an inlet opening designed to accommodate a cover and an outlet opening connected to the inlet opening.
  • the drainage device can be a drainage cup for a drainage, in particular for a bridge drainage or high-rise and industrial building ceiling drainage, or a spout for sealing drainage.
  • Drainage trays are known from the prior art, which are intended to be used for bridge drainage pots and bridge sealing drains, among other things.
  • Bridge drains are part of the bridge drainage and ensure the drainage of surface water and the water that has penetrated up to the bridge seal.
  • the most important construction elements are the bridge drains, the bridge sealing drains and a pipeline system made up of connecting and collecting lines.
  • the bridge drain consists of an upper part (stacking frame with inlet grille) and a lower part - the actual drain pan with a pipe connection piece.
  • the sealing drainage consists of the so-called grommet with pipe connection pieces and a cover, which should prevent the penetration of asphalt into the drainage and allow drainage of the sealing level.
  • the drainage trays can, however, also be used for draining flat roofs, garages, etc. in structural and industrial construction.
  • drainage trays are made of cast iron, stainless steel (bridge construction) or plastic (structural and industrial construction) and are used accordingly.
  • bridge construction cast iron, stainless steel (bridge construction) or plastic (structural and industrial construction) and are used accordingly.
  • the bond between these materials and the enveloping concrete, which diminishes over time, as well as damage in the contact area with the liquid or bituminous seal attached to the drain lead to leaks and circumferences in the immediate vicinity of the drain and thus also to damage to the structure (e.g. bridge or roof) due to corrosion of the adjacent reinforcement and concrete spalling.
  • the durability (corrosion resistance) of the cast iron is also not within the desired range due to the high load from the running water, including de-icing agents, and leads to shorter lifetimes of the processes (eg "spongiosis").
  • the service life of the plastic built-in parts is also limited by an embrittlement process due to UV exposure.
  • the use of stainless steel drain pans is great expensive. There is no solution to the problem of the decreasing adhesive bond or the fatigue failure of the bituminous seal, the corrosion of the cast iron material and the embrittlement of plastics.
  • a drain device preferably a drain cup for a drain, in particular for a bridge drain or high and industrial building ceiling drain, or spout for sealing drainage
  • the drain device having an inlet opening designed to accommodate a cover and an outlet opening connected to the inlet opening, which is designed as a pipe connection piece
  • the drainage device consisting of hardened cement-based composite material, preferably of ultra-high-strength concrete, with a compressive strength of at least 110 N / mm 2 .
  • the compressive strength can, for example, be measured using the test methods specified in the EC 2 (Eurocode 2) standard for normal concrete.
  • the present invention on the one hand reduces maintenance and consequential damage costs and on the other hand increases the robustness of building structures (including bridges and flat roofs) over their service life.
  • the service life of a drainage device made of cement-based composite material is significantly longer than that of a drainage device made of cast iron and is estimated to be around four times as long.
  • the life cycle costs for repairs during the service life of a bridge can be significantly reduced by using the drainage device according to the invention. Extensive damage to the drainage system itself and consequential damage to the adjacent structure are effectively prevented.
  • the drainage device according to the invention can also be manufactured as a prefabricated part in the concrete plant, regardless of the weather, with high accuracy and consistent quality.
  • the choice of material means that the drainage device has such a low weight that the drainage device can be carried by one person from a discharge point to an installation point without excessive stress, so that this results in a further advantage.
  • the density of the drainage device can be, for example, 2,000-2,600 kg / m 3 . Regardless of this, the wall thickness of the drainage device can be 1.0 - 2.5 cm.
  • the cement-based composite material comprises fibers, preferably plastic fibers or else carbon and steel fibers, which further increases the material properties of the drainage device.
  • the fibers have a high tensile strength, which in particular further improves the tensile load behavior of the drainage device.
  • the drainage device particularly preferably has a greater roughness on its outside than on its inside.
  • the surface quality of the drainage device according to the invention ensures a correspondingly good bond between the drainage device and the structural concrete on the outside of the drainage device and a permanent and tight connection of the sealing system on the flanges.
  • the inside is smooth in order to be able to drain away the accumulating water as quickly as possible and to be able to prevent impurities such as dust, sand, abrasion, etc. from sticking over a long period of time.
  • the drainage device can be open-pored or structured on its outside and closed-pored on its inside.
  • the open-pore or structure on the outside ensures a further improved bond between the drainage device and the structural concrete, while the closed-pore prevents the penetration of water.
  • the outside of the drainage device is cleaned using a blasting process (e.g. sand, High-pressure water jets) or structured by inserting a matrix into the outer formwork, whereby an adhesive bond with normal concrete can be achieved that is about 10 times higher than is known for drainage devices made of cast iron.
  • a blasting process e.g. sand, High-pressure water jets
  • a matrix e.g. sand, High-pressure water jets
  • the inlet opening of the drainage cup is designed as a flange which has a surface facing away from the second opening for bonding to a bitumen sealing membrane.
  • the inlet opening of the drain device which is designed as a flange, also provides a good base for a tight connection in other sealing systems.
  • the thermal material properties of the drainage device essentially correspond to the material properties of normal concrete.
  • the drainage device according to one of the above-mentioned embodiments is preferably already inserted into a supporting structure, so that furthermore a system according to the invention comprising a supporting structure, preferably a bridge supporting structure or high or industrial building ceiling, made of normal concrete, preferably reinforced normal concrete, and one in a recess in the supporting structure used drainage device is provided.
  • a system according to the invention comprising a supporting structure, preferably a bridge supporting structure or high or industrial building ceiling, made of normal concrete, preferably reinforced normal concrete, and one in a recess in the supporting structure used drainage device is provided.
  • this system has the advantages which are described above for the drainage device according to the invention.
  • Figure 1 shows a drainage device which, in the embodiment shown, is shown as a drainage cup 1 inserted in a bridge structure 2.
  • the bridge structure 2 usually consists of normal concrete, but could in general also consist of another building material.
  • the drain cup 1 according to the invention is shown in FIG Embodiment shown for use in a bridge structure could also be provided in a building ceiling, an underground car park and multi-storey car park ceiling or some other essentially horizontal structural element.
  • the drainage device can be designed as a spout for sealing drainage. All the embodiments explained below for the drain cup 1 can also be provided for the spout.
  • the drainage cup 1 consists of cement-based composite material, preferably ultra-high-strength concrete, with a compressive strength of at least 110 N / mm 2 .
  • a very thin wall thickness for example 1.0-2.5 cm, can be achieved for the drainage cup 1.
  • the cement-based composite material (ultra-high-strength concrete) is composed, for example, of the following components: - 600 - 800 kg cement - 80 - 120 kg Microsilica - 200 - 400 kg Quartz powder - 900 - 1,300 kg Quartz sand / basalt chippings - 150 - 200 kg water - 15-20 kg Superplasticizer - and fibers optionally ⁇ 5 - 15 kg Plastic fibers (polymer fibers) ⁇ 20 - 40 kg Carbon fibers ⁇ 80 - 160 Steel fibers
  • the composite material thus achieves a density of 2,000 - 2,600 kg / m 3 .
  • the drainage cup 1 has an inlet opening 3 and an outlet opening 4 connected to the inlet opening 3, so that the drainage cup 1 forms a converging funnel from the inlet opening 3 to the outlet opening 4. Liquids flowing into the inlet opening 3 can therefore flow through the drainage cup 1 and exit through the outlet opening 4.
  • the inlet opening 3 is preferably larger than the outlet opening 4.
  • the drainage cup 1 is designed to be rotationally symmetrical about an axis A, so that the inlet opening 3 and the outlet opening 4 are circular.
  • the inlet opening can have an outside diameter (flange outer edge) of 58 cm, an inside diameter (funnel) of 38 cm and the outlet opening an outside diameter (for the socket diameter of the connecting pipe) of 20 cm, the inside diameter generally depending on the wall thickness.
  • the inlet opening 3 and the outlet opening 4 could, however, also have an oval or angular design, as a result of which the drainage cup 1 can also assume a correspondingly different shape.
  • the drainage cup 1 is designed in the area of the inlet opening 3 to accommodate a commercially available cover 5, which is intended to prevent the penetration of asphalt into the drainage cup 1 or a drain connected to it.
  • the inlet opening can be closed in such a way that it is safe to walk on and drive over it.
  • the drainage cup 1 in the area of the inlet opening 3 can advantageously be designed as a flange 6, which has a surface 7 facing away from the outlet opening for bonding to bitumen or plastic-based sealing sheets or liquid sealing systems.
  • the surface 7 extends in a plane which is normal to the named axis A of the drain cup 1.
  • the flange 6 can moreover be designed with openings 8 for fastening 9.
  • the drainage cup 1 is designed as a pipe connection piece and assumes a cylindrical shape over a length L which, for example, corresponds to a connection length for commercially available sewer pipe sleeves.
  • the pipe socket connection is formed in one piece, i.e. monolithically, on the drainage cup 1.
  • the outer diameter D of the drainage cup 1 is also preferably designed in such a way that it is compatible with commercially available sewer pipe sleeves.
  • the drainage device can thus comprise a flange on the inlet opening, a funnel between the inlet opening and outlet opening and a pipe connection piece on the outlet opening.
  • the funnel is usually made shorter than in the case of the drainage cup 1.
  • the drain cup 1 has, as shown, an outside 10 and an inside 11, wherein the drain cup 1 can have a greater roughness on its outside 10 than on its inside 11, so that the drain cup 1 can be easily connected to the supporting structure 2 and on the one hand on the other hand, can drain water well.
  • the drainage cup 1 can be open-pored on its outside 10 and closed-pored on its inside 11.
  • the outer surface 10 of the drainage cup 1 can be structured by inserting matrices into the outer formwork or processed by means of a blasting process (eg sandblasting, high-pressure water blasting). In other embodiments, however, the outer surface could also be untreated and flatly smooth.
  • the drain cup 1 can be prefabricated in a production line at the factory, taking into account the application, in its desired geometry (length of drain connection, fastening elements for stacking frames, etc.), desired surface properties (smooth or rough) and number of pieces.
  • the formwork required for this can be precisely manufactured with CNC technology, 3D printing or the like, whereby it preferably consists of a dimensionally stable material in order to be able to guarantee the reusability of the formwork and the accuracy.
  • the prefabricated formwork can be treated with common formwork oil.
  • the formwork produced in this way can subsequently be filled with hardenable cement-based material which, after a waiting time and / or heat treatment, hardens to the aforementioned cement-based composite material with a compressive strength of at least 110 N / mm 2.
  • the construction according to the invention can then be brought to the construction site after production and hardening. During delivery, the construction according to the invention can be prevented from being damaged by packaging.
  • the prefabricated part On the construction site, the prefabricated part can be moved in the formwork in the course of the formwork and reinforcement work for the production of the supporting structure.
  • the drainage cup 1 can be placed on the formlining. To connect a pipe socket, a correspondingly large recess is provided on the underside of the supporting structure. The drain cup 1 can, however, also be led down through the formwork with a longer pipe socket.
  • the drainage cup 1 and pipe socket Due to the monolithic design of the drainage cup 1 and pipe socket, there are no connections or material changes in the structure which could become a weak point and leak. Subsequently, the drainage cup is set up in terms of height and position and secured against floating. This can be achieved with a cover plate that is clamped against the lower formwork with a formwork anchor. That too Sufficient ballast can be added.
  • the structural concrete can be poured in. In the area of the drainage cup 1, the concrete must be poured in accordingly carefully and the inclined surfaces under the precast element must be ventilated by carefully shaking.
EP21151542.4A 2020-01-14 2021-01-14 Dispositif d'évacuation, en particulier cuvette d'évacuation ou siphon Active EP3851582B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATGM50006/2020U AT17041U1 (de) 2020-01-14 2020-01-14 Ablaufeinrichtung, insbesondere ablauftasse oder tülle

Publications (2)

Publication Number Publication Date
EP3851582A1 true EP3851582A1 (fr) 2021-07-21
EP3851582B1 EP3851582B1 (fr) 2023-05-03

Family

ID=74859621

Family Applications (1)

Application Number Title Priority Date Filing Date
EP21151542.4A Active EP3851582B1 (fr) 2020-01-14 2021-01-14 Dispositif d'évacuation, en particulier cuvette d'évacuation ou siphon

Country Status (2)

Country Link
EP (1) EP3851582B1 (fr)
AT (1) AT17041U1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113106856A (zh) * 2021-04-13 2021-07-13 北京工业大学 一种嵌套式桥梁竖向泄水管

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1609080A1 (de) * 1965-12-24 1970-04-16 Konstantin Bertele Sinkkasten-Bausatz
DE1658217B1 (de) * 1967-11-06 1970-05-27 Passavant Werke Ablauf,insbesondere Strassen- und Brueckenablauf
KR100891200B1 (ko) * 2008-10-21 2009-04-02 윤재경 외부표면에서의 분리가 방지되는 교량집수구
EP2695992A2 (fr) * 2012-08-10 2014-02-12 Hans Rinninger u. Sohn GmbH & Co. Béton, pièce moulée en béton et procédé de fabrication d'une pièce moulée en béton

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19802757C2 (de) * 1998-01-26 2003-09-25 Alphacan Omniplast Gmbh Straßenablauf
DE19913828A1 (de) * 1999-03-26 2000-09-28 Alphacan Omniplast Gmbh Trichter, insbesondere aus Kunststoff, für Straßenabläufe, und Verfahren zu dessen Herstellung
DE102010037342B4 (de) * 2010-09-06 2015-04-02 Aco Severin Ahlmann Gmbh & Co. Kg Ablaufeinrichtung und Verfahren zum Einbau einer Ablaufeinrichtung

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1609080A1 (de) * 1965-12-24 1970-04-16 Konstantin Bertele Sinkkasten-Bausatz
DE1658217B1 (de) * 1967-11-06 1970-05-27 Passavant Werke Ablauf,insbesondere Strassen- und Brueckenablauf
KR100891200B1 (ko) * 2008-10-21 2009-04-02 윤재경 외부표면에서의 분리가 방지되는 교량집수구
EP2695992A2 (fr) * 2012-08-10 2014-02-12 Hans Rinninger u. Sohn GmbH & Co. Béton, pièce moulée en béton et procédé de fabrication d'une pièce moulée en béton

Also Published As

Publication number Publication date
AT17041U1 (de) 2021-03-15
EP3851582B1 (fr) 2023-05-03

Similar Documents

Publication Publication Date Title
EP2488338B1 (fr) Procédé de production d'éléments préfabriqués en béton pour segment de tour d'une éolienne, et ensemble de coffrage pour la production d'éléments préfabriqués en béton
DE202020106398U1 (de) Wasserdichte Seitenwandstruktur für U-Bahnstationen
EP3851582B1 (fr) Dispositif d'évacuation, en particulier cuvette d'évacuation ou siphon
EP1907642A1 (fr) Procede de construction mur-plafond dans une execution en beton arme
EP2639368B1 (fr) Plaque de fond pour constructions de puits
WO2004011707A2 (fr) Materiau composite
DE3608950A1 (de) Fluessigkeitsdichte und diffusionsdichte auskleidung von behaeltern
EP0405520B1 (fr) Procédé pour fabrication de puits
EP2312088B1 (fr) Procédé et dispositif de fabrication d'une possibilité de raccordement dans un plafond en béton ou en acier
DE102010050122A1 (de) Armierter Betonstopfen und Verfahren zur Herstellung eines Beton-Holz-Verbundelements
AT521553B1 (de) Verfahren und Schalung zum Herstellen einer Platte, sowie Platte
DE3302075A1 (de) Spannbeton- oder stahlbetonbiegetraeger
DE4327121B4 (de) Ablauf zur Montage in vorhandenen Standardtyp-Abläufen
DE102019107862A1 (de) Deckendurchführungsvorrichtung, Installationsanordnung und Installationsverfahren
DE4011736A1 (de) Verfahren zur herstellung von schaechten
DE4332759C2 (de) Verfahren zur Instandsetzung, Modernisierung und Wohnwertverbesserung von Hochbauwerken
EP0253141B1 (fr) Elément de construction préfabriqué, en particulier cage d'escalier
CN211143743U (zh) 一种剪力墙模板定位装置
EP1606460A1 (fr) Dispositif de couverture de puits et son procede de pose
DD281848A5 (de) Verfahren zur reparatur von baukonstruktionen
DE8005152U1 (de) Aus fertigteilringen zusammengesetzter kanalschacht, bei dem die beispielsweise aus beton, stahlbeton oder auch kunststoff bestehenden fertigteilringe unter zwischenschaltung von dichtungseinlagen aufeinanderliegen
DE2413613C2 (de) Verfahren zur Herstellung wasserdruckhaHender dichtender Anschläge für Stemmtore und Vorrichtung zur Durchführung des Verfahrens
EP1457609B1 (fr) Plancher pour un bâtiment
DE2648477A1 (de) Komplexer schachtausbau fuer den bergbau
EP3483255A1 (fr) Procédé de protection d'un récipient de fermentation une installation bio-gaz ainsi que récipient de fermentation d'une installation bio-gaz

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

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: 20211222

RBV Designated contracting states (corrected)

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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: 20221222

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: DE

Ref legal event code: R096

Ref document number: 502021000620

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1564688

Country of ref document: AT

Kind code of ref document: T

Effective date: 20230515

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20230503

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: 20230503

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: 20230904

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: 20230803

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: 20230503

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: 20230503

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: 20230503

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: 20230503

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: 20230503

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: 20230503

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: 20230903

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: 20230503

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: 20230804

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

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20230503

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

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: 20230503

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: 20230503

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: 20230503

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: 20230503

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: 20230503

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: 20230503

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: 20230503

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502021000620

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: 20240206