EP3679206A1 - Système de protection anti-chute comprenant un socle de support - Google Patents

Système de protection anti-chute comprenant un socle de support

Info

Publication number
EP3679206A1
EP3679206A1 EP18773935.4A EP18773935A EP3679206A1 EP 3679206 A1 EP3679206 A1 EP 3679206A1 EP 18773935 A EP18773935 A EP 18773935A EP 3679206 A1 EP3679206 A1 EP 3679206A1
Authority
EP
European Patent Office
Prior art keywords
fall protection
cable
pedestal
ring segments
concrete slabs
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
EP18773935.4A
Other languages
German (de)
English (en)
Other versions
EP3679206B1 (fr
Inventor
Fiona Gabriella Saygivar
Sharon Naomi Saygivar
Lisa Marie Saygivar
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 EP3679206A1 publication Critical patent/EP3679206A1/fr
Application granted granted Critical
Publication of EP3679206B1 publication Critical patent/EP3679206B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3276—Arrangements on buildings for connecting safety-lines
    • A—HUMAN NECESSITIES
    • A62—LIFE-SAVING; FIRE-FIGHTING
    • A62B—DEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
    • A62B35/00—Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
    • A62B35/0043—Lifelines, lanyards, and anchors therefore
    • A62B35/0068—Anchors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
    • E04G21/3233—Means supported by building floors or flat roofs, e.g. safety railings without permanent provision in the floor or roof
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32—Safety or protective measures for persons during the construction of buildings
    • E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
    • E04G21/3252—Protections, e.g. cover, caps, against impaling on starter reinforcement bars

Definitions

  • the invention relates to a fall protection for persons with a pedestal, with which the fall protection can be set up on an existing concrete slabs of concrete, the concrete slabs are provided with upwardly projecting Armie ⁇ insurance elements, and an associated with the pedestal anchorage system, at the free, upper end is attached to a personal protective equipment (PPE).
  • PPE personal protective equipment
  • a fall protection with pedestal is known for example from DE 20 2016 007 169.7 Ul.
  • generic fall arresters are used wherever collective fuses such as side protection are not applicable or interception devices such as safety nets appear inappropriate.
  • the object of this utility model of fall protection which are designed like a crane and are provided with a mast system and a boom. In such safety devices, so-called personal protective alignments "PSA" are arranged at the outer, upper end of the boom .
  • a safety rope In a trap in the form of a PSA a safety rope is wound on a kind of drum, which can be associated with a person with a kind of hook. In the event of a fall or a jerky load on the safety rope, the drum is blocked, so that the safety cable can no longer be unwound from the drum. If the safety cable is relieved again, the drum is released again so that the person to be secured can move freely again.
  • CONFIRMATION COPY ger systems are mainly found in the formwork construction for slab formwork. From such slab formwork, "formwork boards" are laid on supporting constructions, so that these formwork boards as a whole form a kind of "underbody” on which a concrete floor is poured at a later time. Such concrete ceilings have internal iron reinforcements, so that the shuttering boards are to support large areas depending on the size of the concrete floor to be created in order to hang several large ⁇ distributed flat arranged boards. From the said utility model, it appears that one of the most commonly used methods are based on the fasten PSA on a boom crane with stand base and a kind Ankermastsys ⁇ tem to guide approach the safety rope from the top to the ent ⁇ speaking person to be secured. This method has proved to be very useful.
  • a disadvantage of this system is that in order to ensure stability, core sleeves or plates already have to be included in the planning of the construction project. Furthermore, these components represent a not inconsiderable cost factor. Since these components can no longer be removed from the supporting structure of the building (prefabricated concrete ceiling), structural analysts are rather skeptical about this method.
  • Such concrete parts or concrete slabs are characterized by the fact that they are already partially provided with reinforcing steels. These reinforcing bars project beyond the top of this concrete slab by a few centimeters so that the top of these concrete slabs does not form a uniform base.
  • the width ⁇ ren is the coefficient of friction on these upward überste ⁇ Henden iron reinforcement parts is very low, so that the fall protection with its pedestal stand always tends to be moved at high lateral loads.
  • the inventive task is based on designing a fall protection with pedestal in such a way that with little effort a lateral displacement or escape ⁇ rule of the entire Anchorage system is prevented.
  • the object is achieved according to the invention together with the features of the preamble of claim 1,
  • two or more cable retainers are provided which can be brought into connection with the reinforcing elements of the concrete slabs. Furthermore, these rope ⁇ fuses are additionally tensioned so that the pedestal is secured by the tensioning of the rope fuses immovably on the ground.
  • the cable locks can be integra ⁇ ler part of the stabilizing pedestal. However, since this means a design effort of a special kind for the pedestal itself, such safety catches can also be designed in a different way.
  • the rope fuses are provided for tensioning with winches, which are directly or indirectly via the upright before ⁇ standing post with the pedestal.
  • the lifeline externa ⁇ tremely is particularly simple to carry out, with the clamping direction can go from equip ⁇ on ground of simple hooking and possibly automatic alignment of the winch in an extremely simple manner.
  • the rope fences with the winches and the post are part of a separate stand plate on which the pedestal of the fall arrest is fixed onStellbär.
  • the safety rope for the entire mooring tower system or the entire crash Siche ⁇ tion is versatile. It allows the ground to the fall protection with its pedestal on its own without the risk of "slipping" can be set up, as is the case with ⁇ example, on simple formwork boards, so a safety rope is not needed. Accordingly, the fall protection can be used in such a case without additional precautions.
  • any fall arrest can be installed safely when required.
  • the base plate consists of a plurality of annular ring segments, and that the ring segments are polygonal or circular, and that the ring segments are fixedly connected to each other via radially extending connecting struts.
  • These ring segments can also consist in the circumferential direction of separate steel parts or steel plates, which together form these annular ring segments.
  • the provision of these ring segments has in particular a weight saving at the same time large-scale carrying capacity of the base plate result.
  • the ring segments at a radial distance from each other, and form with their downwardly directed surface portions of the footprint for the top side mounted pedestal of the fall protection.
  • Fig. 1 is a perspective view of a pedestal of a fall protection system, which has as an integral part of a base plate and Seilreliun ⁇ gene.
  • Fig. 2 is a base plate on which the pedestal after
  • Fig. 1 can be erected, as a separate component with vertically upright post, which are provided in its upper end with associated winches for clamping of rope fuses.
  • Fig. 3 is an exploded perspective view of a
  • Standsockels a base plate and arranged below this base plate concrete slab with upwardly projecting iron reinforcement parts;
  • Fig. 1 shows a perspective view of a Standso ⁇ ccel 1, as this is used in the fall protection according to DE 20 2016 007 169.7 Ul.
  • this pedestal 1 has a central mounting plate 2, which serves to fixed and rotatable recordings of an anchor load system, as described in said German Ge ⁇ utility model document. To this extent, the full extent refer to the fall protection under the provisions of Ge ⁇ utility model here.
  • the pedestal base 1 has recesses 3 and 4 opposite one another with respect to the mounting plate 2, in the edge regions of which respectively vertically aligned pedestals 5, 6 and 7, 8 are arranged.
  • the pedestal base 1 is open a kind of base plate 10 is placed and with this fixed ⁇ standing in conjunction.
  • the pedestal base 1 and the base plate 10 have polygonal, identically formed outer contours, so that the pedestal base 1 can be set up appropriately on the pedestal 10.
  • the pedestal 1 is fixedly connected to the base plate 10.
  • the stand ⁇ pillars 5, 6 and 7 and 8 may be 3 and 4 fixedly connected to the stand plate 10 and not be zwin ⁇ quietly fixedly disposed on the base stand 1 in the corresponding position shown in the edge region of the two recesses ,
  • both variants are conceivable here.
  • the pedestal 1 together with the uprights 5, 6 and 7, 8 without the additional stand ⁇ plate 10 can be used.
  • Fig. 1 the uprights 5, 6, 7 and 8 are each provided in their upper end with a kind of winch 15, 16, 17, and 18. These winches 15 to 18 are used to accommodate corresponding safety fuses, which are not shown separately in Fig. 1.
  • FIG. 1 shows a perspective view of a possible embodiment of a separate base plate 10, which with the four post posts 5, 6, 7 and 8 and their winches ⁇ winden 15, 16, 17 and 18 is provided. It can be seen from Fig.
  • this base plate 10 consists of two annular in ⁇ each other ring segments 30, 31 and a central circular disk 32.
  • the division of the base plate 10 in the two ring segments 30 and 31 and the central circular disc ⁇ 32 serves in particular for weight saving, wherein the width of the ring segments is formed such that a sufficiently large footprint for supporting the aufsetz ⁇ the pedestal 1 of FIG is available.
  • the entire construction of the base plate may be formed as a welded construction.
  • the individual ring segments 30, 31 can in turn themselves be formed of individual segments arranged in different circumferential sections, which are not designated in detail in the drawing.
  • the base plate 10 is used, as mentioned above, for the top side recording of the pedestal 1, and the rope fences of his posts 5, 6, 7 and 8 and the associated winches 15, 16, 17 and 18 for immovable fixation of the base plate 1 on a concrete slab 40, as this example FIG. 3 can be removed.
  • the concrete slab 40 is provided with iron reinforcing elements 41, which project beyond the upper side 42 vertically upwards towards the standing slabs 10.
  • These iron reinforcing elements 41 form Because of their vertical supernatant at the same time the uprising ⁇ elements for the base plate 10 and thus indirectly also for the pedestal 1, which as shown in Fig. 1, festste ⁇ on the base plate 10 can be placed and connectable bar.
  • FIG. 4 shows a perspective view of the stand plate 10 placed on the iron reinforcing elements 41 of the concrete slab 40, on which in turn the pedestal base 1 is fixedly mounted.
  • the cable winches 15, 16, 17 and 18 are aligned in different orientations to each other, so that corresponding to the Seiltrom ⁇ formulas 19, 20, 21 and 22 wound tension cables as Seilsiche ⁇ tion against individual upwardly projecting iron reinforcing 41st are tensionable.
  • the ropes in terms of the cable fuses 50, 51, 52 and 53 shown by way of example an immovable support of the base plate 10 on the iron reinforcing parts 41 of the concrete slab 40 and thus also an un ⁇ insensitive grip on the base plate 10 fixed set-up pedestal 1 can be achieved.
  • the pedestal base 1 is equipped with an armature mast system in normal operation, a fall arrestor for persons is thus ensured, since in particular the armature mast system together with the pedestal base 1 is fixed immovably on the concrete slab 40 or its iron reinforcement elements 41.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Physics & Mathematics (AREA)
  • General Health & Medical Sciences (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Electromagnetism (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Emergency Lowering Means (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention concerne un système de protection anti-chute pour des personnes comprenant un socle de support (1), par lequel le système de protection anti-chute peut être placé sur un sol constitué de diverses plaques de béton (40). Les plaques de béton (40) sont pourvues d'éléments de blindage en fer (41) faisant saillie vers le haut et d'un système de mât d'ancrage relié au socle de support (1), sur l'extrémité supérieure libre duquel un équipement de protection individuel (EPI) est fixé. L'invention vise à fixer avec sécurité le système de protection anti-chute sur un sol. L'invention prévoit à cet effet deux ou plusieurs cordes de sécurité (50, 51, 52, 53) qui peuvent être reliées aux éléments de blindage en fer (41) des plaques de béton (40). Elle prévoit également que les cordes de sécurité (50, 51, 52, 53) peuvent être serrées et que le socle de support (1) est bloqué sur le sol de manière immuable du fait du serrage des cordes de sécurité (50, 51, 52, 53).
EP18773935.4A 2017-09-08 2018-09-07 Système de protection anti-chute comprenant un socle de support Active EP3679206B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102017008481.5A DE102017008481A1 (de) 2017-09-08 2017-09-08 Absturzsicherung mit Standsockel
PCT/EP2018/000428 WO2019048078A1 (fr) 2017-09-08 2018-09-07 Système de protection anti-chute comprenant un socle de support

Publications (2)

Publication Number Publication Date
EP3679206A1 true EP3679206A1 (fr) 2020-07-15
EP3679206B1 EP3679206B1 (fr) 2021-10-13

Family

ID=63683126

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18773935.4A Active EP3679206B1 (fr) 2017-09-08 2018-09-07 Système de protection anti-chute comprenant un socle de support

Country Status (5)

Country Link
US (1) US11078676B2 (fr)
EP (1) EP3679206B1 (fr)
DE (1) DE102017008481A1 (fr)
ES (1) ES2901548T3 (fr)
WO (1) WO2019048078A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016106533A1 (de) * 2016-04-08 2017-10-12 Bornack Gmbh & Co. Kg Sicherungssäule
DE202020005663U1 (de) 2020-05-22 2021-12-16 Co-Baustahl Gmbh & Co. Kg Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen
DE202020005496U1 (de) 2020-05-22 2021-06-16 Co-Baustahl Gmbh & Co. Kg Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen
DE102020113801B4 (de) 2020-05-22 2022-05-05 Co-Baustahl GmbH & Co KG Mobile Absturzsicherung für Baustellen und Verwendung hiervon zur Absturzsicherung von Personen auf Baustellen
US11964174B2 (en) * 2021-01-21 2024-04-23 Rooftop Anchor, Inc. Circular mounting device
US20230021139A1 (en) * 2021-07-19 2023-01-19 Nawar Kzeer Roof Anchor

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6036146A (en) 1998-04-03 2000-03-14 Kilroy Structural Steel Co. Safety cable system
GB9920634D0 (en) * 1999-09-02 1999-11-03 Crawford Harry Anchor device
IT1313752B1 (it) * 1999-09-09 2002-09-17 Sergio Zambelli Dispositivo antinfortunistico per edifici,particolarmente per ilmontaggio di manufatti prefabbricati in calcestruzzo o simili
US6779630B2 (en) 2000-10-10 2004-08-24 Gary E. Choate Rebar stanchion horizontal lifeline fall arrest system
US6695095B1 (en) * 2002-07-09 2004-02-24 Gary J. Franke Fall protection restraint apparatus
US20050098381A1 (en) * 2003-10-23 2005-05-12 Flaherty Brian J. Roofing safety cable system and method
JP4716948B2 (ja) * 2006-08-02 2011-07-06 中国電力株式会社 安全ロープ張設用支持金具
DE102006054408A1 (de) * 2006-11-18 2008-06-05 OBS Objekt-Begrünungs-Systeme GmbH Absturzsicherung
DE102008012232A1 (de) * 2008-03-03 2009-09-10 App Dachgarten Gmbh Transportable Absturzsicherung
US20140224579A1 (en) * 2013-02-13 2014-08-14 Allan Joseph Balascak Fall protection system
US10458133B2 (en) * 2016-07-14 2019-10-29 D & T Industrial Supplies, Inc. Perimeter warning system
DE102016012321A1 (de) 2016-10-17 2018-04-19 Fiona Gabriella Saygivar Absturzsicherung für Personen
US10415261B2 (en) * 2016-11-01 2019-09-17 Darrell Allen Outrigger support

Also Published As

Publication number Publication date
US11078676B2 (en) 2021-08-03
DE102017008481A1 (de) 2019-03-14
ES2901548T3 (es) 2022-03-22
US20200284054A1 (en) 2020-09-10
EP3679206B1 (fr) 2021-10-13
WO2019048078A1 (fr) 2019-03-14

Similar Documents

Publication Publication Date Title
EP3679206B1 (fr) Système de protection anti-chute comprenant un socle de support
EP2803616B1 (fr) Dispositif de plate-forme de travail pour travailler à hauteur variable et méthode correspondante
DE102010000472A1 (de) Baugerüst und Verfahren zum Montieren bzw. Demontieren eines derartigen Baugerüsts
EP3478619B1 (fr) Installation d'ascenseur, plus particulièrement sous la forme d'un système de levage d'escalade avec toit de protection spécialement conçu
DE202020103146U1 (de) Vorrichtung zur Anbringung von Absturzsicherungen an Baugerüsten
EP4538481A1 (fr) Dispositif pour la fixation de protections contre les chutes à des échafaudages
DE102020113801B4 (de) Mobile Absturzsicherung für Baustellen und Verwendung hiervon zur Absturzsicherung von Personen auf Baustellen
EP2798133B1 (fr) Panneau pour un système de coffrage de plafond et système de coffrage de plafond
EP2823860B1 (fr) Système de sécurité pour personnes
EP2984255A1 (fr) Poutre en treillis pour toit de protection contre les intempéries ainsi que toit de protection contre les intempéries comprenant plusieurs poutres en treillis
AT390108B (de) Schutzvorrichtung fuer metallgerueste
EP2503075A1 (fr) Echafaudage de construction ainsi que méthode d'érection d'un échafaudage de construction
EP2557252B1 (fr) Plate-forme et procédé pour le montage en sécurité d'une tour d'échafaudage de soutien
EP2083132A2 (fr) Montant d'échafaudage
DE202017101760U1 (de) Bausatz für einen temporären Lastenaufzug
DE102015101788B4 (de) Sicherheitssystem für den Hochbau und dessen Verwendung
DE102008005813B4 (de) Vertikalrahmen
AT411079B (de) Verfahren zur errichtung eines bauwerks mit einer umfangsgeschlossenen betonwand
DE202015100594U1 (de) Sicherungssystem für den Hochbau
EP1426527A1 (fr) Dispositif de montage pour un support et protection comprenant ce dispositif
DE9314567U1 (de) Vorgefertigter Modul
DE19934273C2 (de) Gerüstsystem
DE202022101458U1 (de) Hybridmast
DE102022114668A1 (de) Bewehrungsvorrichtung
DE202020005496U1 (de) Mobile Absturzsicherung für Baustellen zur Absturzsicherung von Personen

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: 20200317

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)
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: 20210323

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: 502018007451

Country of ref document: DE

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: AT

Ref legal event code: REF

Ref document number: 1438312

Country of ref document: AT

Kind code of ref document: T

Effective date: 20211115

REG Reference to a national code

Ref country code: FI

Ref legal event code: FGE

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20211013

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

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: 20211013

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2901548

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20220322

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: 20211013

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: 20211013

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: 20220113

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: 20220213

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: 20220214

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: 20211013

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: 20211013

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: 20211013

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: 20211013

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: 20220114

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502018007451

Country of ref document: DE

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: 20211013

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: 20211013

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: 20211013

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: 20211013

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: 20211013

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: 20211013

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: 20220714

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

Ref country code: AL

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

Effective date: 20211013

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: 20211013

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: 20211013

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: 20220930

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: 20211013

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

Effective date: 20230523

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: 20220907

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

Ref country code: LI

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

Effective date: 20220930

Ref country code: IE

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

Effective date: 20220907

Ref country code: CH

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

Effective date: 20220930

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: 20220930

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

Ref country code: CY

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

Effective date: 20211013

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: 20211013

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: 20180907

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

Ref country code: MT

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

Effective date: 20211013

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1438312

Country of ref document: AT

Kind code of ref document: T

Effective date: 20230907

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

Ref country code: AT

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

Effective date: 20230907

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

Ref country code: AT

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

Effective date: 20230907

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

Ref country code: FI

Payment date: 20250922

Year of fee payment: 8

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

Ref country code: DE

Payment date: 20250820

Year of fee payment: 8

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

Ref country code: NO

Payment date: 20250919

Year of fee payment: 8

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

Ref country code: GB

Payment date: 20250923

Year of fee payment: 8

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

Ref country code: FR

Payment date: 20250819

Year of fee payment: 8

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

Ref country code: SE

Payment date: 20250922

Year of fee payment: 8

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: 20211013

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

Ref country code: ES

Payment date: 20251020

Year of fee payment: 8

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

Ref country code: AT

Payment date: 20260410

Year of fee payment: 5