[go: up one dir, main page]

EP4077838B1 - Toit de protection contre les intempéries - Google Patents

Toit de protection contre les intempéries Download PDF

Info

Publication number
EP4077838B1
EP4077838B1 EP20833773.3A EP20833773A EP4077838B1 EP 4077838 B1 EP4077838 B1 EP 4077838B1 EP 20833773 A EP20833773 A EP 20833773A EP 4077838 B1 EP4077838 B1 EP 4077838B1
Authority
EP
European Patent Office
Prior art keywords
weather protection
scaffolding
ridge
rail element
protection roof
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP20833773.3A
Other languages
German (de)
English (en)
Other versions
EP4077838C0 (fr
EP4077838A1 (fr
Inventor
Franz Winter
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.)
Peri SE
Original Assignee
Peri SE
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 Peri SE filed Critical Peri SE
Publication of EP4077838A1 publication Critical patent/EP4077838A1/fr
Application granted granted Critical
Publication of EP4077838B1 publication Critical patent/EP4077838B1/fr
Publication of EP4077838C0 publication Critical patent/EP4077838C0/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/242—Safety or protective measures preventing damage to building parts or finishing work during construction for temporarily covering the whole worksite, e.g. building, trench
    • 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
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/28—Safety or protective measures preventing damage to building parts or finishing work during construction against unfavourable weather influence
    • 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
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G2021/248—Tarpaulins specially adapted therefor

Definitions

  • the present invention relates to a weather protection roof, a method for constructing such a weather protection roof and the use of a ridge rail element in such a weather protection roof.
  • Weather protection roofs are generally known in the state of the art.
  • the publication WO 2014/167015 A1 such a weather protection roof.
  • Weather protection roofs are used, for example, in new buildings or during renovation work as a temporary roof construction to prevent precipitation or sunlight from penetrating an existing building or construction site, for example when a roof of the building has been removed or is being renovated.
  • Such weather protection roofs are usually made of Scaffolding units are constructed from so-called trusses, which in turn can be constructed or assembled from a variety of scaffolding elements, such as uprights, diagonals, tubes, bars, etc.
  • the connected scaffolding units form a kind of roof truss, which serves to hold a protective tarpaulin that functions as a roof covering.
  • rail elements are usually provided on the weather protection roofs, whereby these are usually designed as piping holders or piping connections in order to pull the protective tarpaulin from one end of the weather protection roof over the ridge area to the opposite end of the weather protection roof.
  • the usual procedure is to pre-assemble the individual scaffolding elements on the ground to form scaffolding units, the trusses, in a horizontal position.
  • the scaffolding units are connected to one another at one of their front sides in a rotatable manner and are lifted in this area using a crane so that the scaffolding units form a ridge area with a desired roof pitch. Further assembly work is then carried out in this raised position.
  • the roof pitch is usually around 15°.
  • the scaffolding units themselves are usually only between 0.7 and 1.5 m high, the ridge area can therefore be several meters high due to the roof pitch that has to be provided.
  • the subsequent assembly work such as the installation of a ridge rail element provided in the ridge area, for example a ridge piping rail, may therefore only be carried out with so-called personal protective equipment for safety reasons.
  • the invention relates to a weather protection roof according to claim 1.
  • the present invention proposes equipping a weather protection roof according to the invention with a ridge rail element that can already be connected to the scaffolding units in a pre-assembly position of the weather protection roof.
  • this pre-assembly position of the weather protection roof is usually a position lying on the ground in which the scaffolding units have not yet been lifted by means of a crane, so that the ridge rail element can be pre-assembled at a height of between 0.7 and 1.5 m and not at the later ridge area, which is formed at a height of several meters.
  • weather protection roof is to be understood broadly and includes all constructions that can be used as a temporary roof construction or as a covering device.
  • a scaffolding unit is to be understood broadly and includes any scaffolding unit constructed or assembled from scaffolding elements such as uprights, diagonals, bars, etc. that can be used to form a roof element. Such scaffolding units are also known to those skilled in the art under the term truss.
  • a pre-assembly position is preferably understood to mean a positioning of the scaffolding units lying on the ground. However, pre-assembly can also take place in a non-lying or not completely lying position of the scaffolding units.
  • a flexible surface element is to be understood to mean any element that provides even partial shielding of the area below the weather protection roof from external environmental influences. This also includes elements that include recesses, transparent areas, open areas or the like.
  • ridge rail element is also to be understood broadly and includes all elements that allow the flexible surface element to be arranged in the ridge area of the weather protection roof.
  • fastening means is to be understood broadly here and includes all fastening means/types provided on the scaffolding units and/or on the ridge rail element that allow the ridge rail element to be arranged in the pre-assembly position of the weather protection roof and then moved to the final assembly position.
  • the ridge rail element does not necessarily have to be securely connected to the scaffolding units in a pre-assembly position using the fastening means, even if this option is preferred.
  • the fastening means only on the scaffolding units and/or the ridge rail element in the pre-assembly position and only fix them in the final assembly position. It is also possible for the ridge rail element to be at least partially elastic or elastic in some areas.
  • At least the first fastening means and/or the second fastening means are provided on the ridge rail element. At least one of the fastening means is provided by a slotted screw connection.
  • a slotted screw connection provides a particularly simple way of arranging the ridge rail element on the scaffolding units or, if necessary, even loosely pre-assembling it by guiding the screw through the slotted hole opening and not yet fixing it. This also allows a relative movement of the ridge rail element while the scaffolding units are being moved into the final assembly position, in which the ridge rail element can be fixed by tightening the screw connection(s).
  • the first fastening means and/or the second fastening means can comprise at least one locking means or to be formed by such a locking means.
  • the locking means can be designed and arranged in such a way that it automatically locks into the final position of the ridge rail element.
  • the ridge rail element and/or the scaffolding units comprise at least one guide means which is designed to hold the ridge rail element in a predetermined position relative to the scaffolding units when the weather protection roof is brought from the pre-assembly position to the final assembly position.
  • the guide means comprise at least two leg elements which are in operative engagement with correspondingly designed surfaces of the scaffolding units and/or the ridge rail element when the weather protection roof is brought from the pre-assembly position to the final assembly position.
  • the leg elements can, for example, be placed on or placed on a pipe section of a scaffolding unit so that the ridge rail element is held in position while the scaffolding units are being moved from the pre-assembly position to the final assembly position.
  • the scaffolding units each comprise a rail element on their opposite long sides for receiving the flexible surface element, between which a ridge rail element is arranged in such a way that the rail elements of the scaffolding units and the ridge rail elements each form a continuous receptacle for the flexible surface element on their long sides.
  • the scaffolding units can thus be completely covered by a flexible surface element.
  • the rail elements of the scaffolding units and the ridge rail element are designed as keder rails and the flexible surface element as keder tarpaulin.
  • the ridge rail element comprises an arcuate region and a linear region adjoining the arcuate region, wherein the first fastening means and the second fastening means are provided at the lateral end of the linear regions, preferably in the form of a slotted screw connection, wherein the slotted screw connections are preferably provided on a guide means in the form of two opposing leg elements.
  • the present invention relates to a method according to claim
  • the method comprises the step of: fixing the ridge rail element with a first fastening means to the first Scaffolding unit and with the second fastening means on the second scaffolding unit. Furthermore, it is preferred that the method further comprises the step of: introducing a flexible surface element into the continuous receptacle formed by the rail elements of the scaffolding units and the ridge rail element.
  • the present invention relates to a use of a weather protection roof according to claim 14.
  • FIG 1 shows a schematic view of a preferred embodiment of a weather protection roof 10 according to the invention in a lying pre-assembly position.
  • the weather protection roof 10 comprises a first scaffolding unit 11 and a second scaffolding unit 12, which are also referred to as so-called trusses.
  • the scaffolding units 11, 12 are constructed or assembled from different scaffolding elements, such as uprights, diagonals, tubes, bars, etc., whereby with regard to the general structure, additional reference is made to the WO 2014/167015 A1 As in Figure 1 As can also be clearly seen, the scaffolding units 11, 12 are connected to one another at one of their front sides in a rotatable manner in order to be able to be positioned there in a final assembly position (cf. Figure 4 ) to form a ridge area 13.
  • the scaffolding units 11, 12 also comprise opposing rail elements 14, for example designed as piping receptacles, which serve to accommodate a flexible surface element (not shown), for example a piping tarpaulin.
  • a flexible surface element for example a piping tarpaulin.
  • FIG 1 In the state shown, no ridge rail element 20 (cf. Figure 2 ).
  • Such a ridge rail element 20 serves together with the rail elements 14 of the scaffolding units 11, 12 to provide a continuous receptacle for the flexible surface element.
  • the flexible surface element can be pushed from one side of a scaffolding unit 11, 12 into the opposing rail elements 14 and pulled over the ridge area 14 or over the ridge rail element 20 to the opposite end of the other scaffolding unit 11, 12 and fixed there.
  • FIG 2 shows a schematic view of a preferred ridge rail element 20 which is attached to the ridge area 13 in the Figure 1 shown pre-assembly position of the weather protection roof 10 can be arranged in order to together with the rail elements 14 of the scaffolding units 11, 12 to provide a continuous receptacle for the flexible surface element.
  • the ridge rail element 20 comprises an arcuate region 21, to which a linear region 22, 23 is connected on the opposite side.
  • the ridge rail element 20 can be designed in such a way that it can at least partially deform elastically.
  • the ridge rail element 20 also comprises a fastening means, here in the form of a slotted screw connection 24.
  • the ridge rail element 20 comprises a receptacle 25, for example again in the form of a piping receptacle 25, which is designed to correspond to the rail elements 14 of the scaffolding units 11, 12.
  • the elongated hole screw connections 24 are each provided on a leg element, which also serve as a guide means to hold the ridge rail element 20 in a predetermined position relative to the scaffolding units 11, 12 when the weather protection roof 20 is brought from the pre-assembly position to the final assembly position.
  • the leg elements can, for example, be arranged or placed on the pipe sections of the scaffolding units 11, 12 provided in the ridge area 13, so that the ridge rail element 20 is held in position while the scaffolding units 11, 12 are moved from the pre-assembly position to the final assembly position.
  • the ridge rail element 20 is not already fastened or pre-assembled by the fastening means 24 in the pre-assembly position, but the fastening means 24 are only fixed in the final assembly position.
  • a crane see reference number 15 in Figure 1
  • Further assembly work can then be carried out in this raised position.
  • Figure 3 shows a schematic view of a part of a weather protection roof 20 according to the invention in a final assembly position.
  • the rail elements 14 of the scaffolding units 11, 12 and the holder 25 of the ridge rail element 20 can provide a continuous holder for the flexible surface element.
  • the present invention is not limited to the above preferred embodiments as long as it is covered by the subject matter of the following claims.
  • the present invention is not limited to a specific form and/or to a specific field of application of a weather protection roof.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)

Claims (14)

  1. Toit (10) de protection contre les intempéries, comprenant :
    au moins une première unité d'ossature (11) formant un premier élément de toit, la première unité d'ossature (11) comprenant au moins un premier élément de rail (14) destiné à recevoir un élément surfacique flexible ;
    au moins une deuxième unité d'ossature (12) formant un deuxième élément de toit, la deuxième unité d'ossature (12) comprenant au moins un deuxième élément de rail (14) destiné à recevoir l'élément surfacique flexible ;
    les deux unités d'ossature (11, 12) étant reliées l'une à l'autre sur l'une de leurs faces frontales et formant une zone de faîtage (13) ;
    au moins un élément de rail de faîtage (20) destiné à recevoir l'élément surfacique flexible, l'élément de rail de faîtage (20) étant agencé sur la zone de faîtage (13) et étant relié à la première unité d'ossature (11) par un premier moyen de fixation (24) et à la deuxième unité d'ossature (12) par un deuxième moyen de fixation (24), de telle sorte que les éléments de rail (14) des unités d'ossature (11, 12) et l'élément de rail de faîtage (20) forment un logement continu pour l'élément surfacique flexible ;
    caractérisé en ce que
    les moyens de fixation (24) sont conçus de telle sorte que l'élément de rail de faîtage (20) peut être agencé sur les unités d'ossature (11, 12) dans une position de prémontage du toit (10) de protection contre les intempéries et que le toit (10) de protection contre les intempéries peut être amené de cette position de prémontage jusque dans une position de montage final dans laquelle l'élément de rail de faîtage (20) peut être fixé dans une position finale par les moyens de fixation,
    le premier moyen de fixation (24) et/ou le deuxième moyen de fixation (24) présentant une liaison à trou oblong et à vis (24).
  2. Toit (10) de protection contre les intempéries selon la revendication 1,
    dans lequel au moins le premier moyen de fixation (24) et/ou le deuxième moyen de fixation (24) est prévu sur l'élément de rail de faîtage (20).
  3. Toit (10) de protection contre les intempéries selon la revendication 1 ou 2,
    dans lequel le premier moyen de fixation (24) et/ou le deuxième moyen de fixation (24) présente au moins un moyen d'encliquetage qui, dans la position finale de l'élément de rail de faîtage (20), assure une liaison par encliquetage de l'élément de rail de faîtage (20) avec la première unité d'ossature (11) et/ou avec la deuxième unité d'ossature (12).
  4. Toit (10) de protection contre les intempéries selon l'une des revendications précédentes,
    dans lequel l'élément de rail de faîtage (20) et/ou les unités d'ossature (11, 12) présentent au moins un moyen de guidage conçu de manière à maintenir l'élément de rail de faîtage (20) dans un positionnement prévu par rapport aux unités d'ossature (11, 12), lorsque le toit (10) de protection contre les intempéries est amené de la position de prémontage jusque dans la position de montage final.
  5. Toit (10) de protection contre les intempéries selon la revendication 4,
    dans lequel le moyen de guidage présente au moins deux branches qui sont en prise active avec des surfaces, formées de manière correspondante, des unités d'ossature (11, 12) et/ou de l'élément de rail de faîtage (20), lorsque le toit (10) de protection contre les intempéries est amené de la position de prémontage jusque dans la position de montage final.
  6. Toit (10) de protection contre les intempéries selon la revendication 4 ou la revendication 5,
    dans lequel le moyen de guidage présente au moins une saillie qui est en prise active avec une surface, formée de manière correspondante, ou avec un logement, formé de manière correspondante, des unités d'ossature (11, 12) et/ou de l'élément de rail de faîtage (20), lorsque le toit (10) de protection contre les intempéries est amené de la position de prémontage jusque dans la position de montage final.
  7. Toit (10) de protection contre les intempéries selon l'une des revendications 4 à 6,
    dans lequel le moyen de guidage présente au moins un élément en boucle qui est en prise active avec un élément de retenue, formé de manière correspondante, des unités d'ossature (11, 12) et/ou de l'élément de rail de faîtage (20), lorsque le toit (10) de protection contre les intempéries est amené de la position de prémontage jusque dans la position de montage final.
  8. Toit (10) de protection contre les intempéries selon l'une des revendications précédentes,
    dans lequel, sur leurs côtés longitudinaux opposés, les unités d'ossature (11, 12) présentent chacune un élément de rail destiné à recevoir l'élément surfacique flexible, entre lesquels est agencé un élément de rail de faîtage (20) respectif, de telle sorte que les éléments de rail (14) des unités d'ossature (11, 12) et les éléments de rail de faîtage (20) forment, sur leurs côtés longitudinaux, un logement continu respectif pour l'élément surfacique flexible.
  9. Toit (10) de protection contre les intempéries selon l'une des revendications précédentes,
    dans lequel les éléments de rail (14) des unités d'ossature (11, 12) et l'élément de rail de faîtage (20) sont conçus comme des rails à bourrelet, et l'élément surfacique flexible est conçu comme une bâche à bourrelet.
  10. Toit (10) de protection contre les intempéries selon l'une des revendications précédentes,
    dans lequel l'élément de rail de faîtage (20) présente une zone arquée (21) et une zone linéaire respective (22, 23) se raccordant à la zone arquée (21), et le premier moyen de fixation (24) et le deuxième moyen de fixation (24) sont prévus respectivement aux extrémités latérales des zones linéaires (22, 23), chacun sous la forme d'une liaison à trou oblong et à vis, les liaisons à trou oblong et à vis étant prévues chacune sur un moyen de guidage réalisé sous la forme de deux branches opposées l'une à l'autre.
  11. Procédé de construction d'un toit (10) de protection contre les intempéries selon l'une des revendications 1 à 10, ledit procédé comprenant au moins les étapes consistant à :
    fournir une première unité d'ossature (11) formant un premier élément de toit, la première unité d'ossature (11) comprenant au moins un premier élément de rail (14) destiné à recevoir un élément surfacique flexible ;
    fournir une deuxième unité d'ossature (12) formant un deuxième élément de toit, la deuxième unité d'ossature (12) comprenant au moins un deuxième élément de rail (14) destiné à recevoir l'élément surfacique flexible ;
    relier les deux unités d'ossature (11, 12) sur l'une de leurs faces frontales dans une position de prémontage du toit (10) de protection contre les intempéries ;
    agencer un élément de rail de faîtage (20), destiné à recevoir l'élément surfacique flexible, sur la première unité d'ossature (11) par un premier moyen de fixation (24) et sur la deuxième unité d'ossature (12) par un deuxième moyen de fixation (24),
    le premier moyen de fixation (24) et/ou le deuxième moyen de fixation (24) présentant une liaison à trou oblong et à vis (24) et, dans la position de prémontage, une vis étant passée à travers l'ouverture du trou oblong et n'étant pas encore fixée ;
    amener le toit (10) de protection contre les intempéries jusque dans une position de montage final, de sorte qu'une zone de faîtage (13) se forme dans la zone frontale des unités d'ossature (11, 12) et que les éléments de rail (14) des unités d'ossature (11, 12) et l'élément de rail de faîtage (20) forment un logement continu pour l'élément surfacique flexible.
  12. Procédé selon la revendication 11, le procédé comprenant en outre l'étape consistant à :
    fixer l'élément de rail de faîtage (20) à la première unité d'ossature (11) par le premier moyen de fixation (24) et à la deuxième unité d'ossature (12) par le deuxième moyen de fixation (24).
  13. Procédé selon la revendication 10 ou la revendication 11, le procédé comprenant en outre l'étape consistant à :
    insérer un élément surfacique flexible dans le logement continu formé par les éléments de rail (14) des unités d'ossature (11, 12) et par l'élément de rail de faîtage (20).
  14. Utilisation d'un toit (10) de protection contre les intempéries selon l'une des revendications 1 à 10.
EP20833773.3A 2019-12-17 2020-12-15 Toit de protection contre les intempéries Active EP4077838B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102019219921.6A DE102019219921A1 (de) 2019-12-17 2019-12-17 Wetterschutzdach
PCT/EP2020/086211 WO2021122591A1 (fr) 2019-12-17 2020-12-15 Toit de protection contre les intempéries

Publications (3)

Publication Number Publication Date
EP4077838A1 EP4077838A1 (fr) 2022-10-26
EP4077838B1 true EP4077838B1 (fr) 2024-06-05
EP4077838C0 EP4077838C0 (fr) 2024-06-05

Family

ID=74106007

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20833773.3A Active EP4077838B1 (fr) 2019-12-17 2020-12-15 Toit de protection contre les intempéries

Country Status (3)

Country Link
EP (1) EP4077838B1 (fr)
DE (1) DE102019219921A1 (fr)
WO (1) WO2021122591A1 (fr)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8230404U1 (de) * 1982-10-29 1982-12-30 Karl Höcker Stahlbau GmbH & Co KG, 4902 Bad Salzuflen Dachbinder fuer ein zelt-traggeruest
JP2003138756A (ja) * 2001-10-30 2003-05-14 Yuji Nimura 仮囲いの製造方法
DE102010015388A1 (de) * 2010-04-19 2011-10-20 Peri Gmbh Firstgelenk für ein Wetterschutzdach
DE102013206583A1 (de) * 2013-04-12 2014-10-16 Peri Gmbh Fachwerkträger für ein wetterschutzdach sowie wetterschutzdach mit mehreren fachwerkträgern
DE202014106083U1 (de) * 2014-12-16 2015-01-14 B+P Gerüstbau Gmbh Schnell-Montage-Wetterschutzdach

Also Published As

Publication number Publication date
DE102019219921A1 (de) 2021-06-17
EP4077838C0 (fr) 2024-06-05
EP4077838A1 (fr) 2022-10-26
WO2021122591A1 (fr) 2021-06-24

Similar Documents

Publication Publication Date Title
DE202020104196U1 (de) Baugerüst
EP3697983A1 (fr) Étai destiné à étayer une zone de construction
EP2631414B1 (fr) Rail de guidage pour marquise verticale et marquise verticale
EP3715561B1 (fr) Système de toiture et module de support associé
EP4077838B1 (fr) Toit de protection contre les intempéries
EP3147424A2 (fr) Support de grille et systeme de support de grille, en particulier pour utilisation universelle dans un echafaudage de protection ou de travail connu
WO2025202426A1 (fr) Dispositif de retenue d'un ancrage, dispositif de support, élément de coffrage, système de coffrage et procédé de réalisation d'un coffrage en béton
WO2016156382A1 (fr) Système de montage et procédé de montage
EP4328399A1 (fr) Protection antichute pour bâtiments
EP0778378B1 (fr) Dispositif de sécurité pour ouvertures de toit et procédé de fabrication de ce dispositif
EP0814212A2 (fr) Dispositif pour cadre porteur
DE19549191C1 (de) Freileitungsmast aus Stahlprofil-Gitterstäben und Verfahren zur Einrichtung von hochvorgespannten geschraubten Verbindungen an einem Freileitungsmast
DE20311828U1 (de) Schließeinrichtung
WO2018138001A1 (fr) Batardeau d'urgence
AT524042B1 (de) Stockbaumführung
DE202017102916U1 (de) Profilelement zur lastübertragenden Verbindung mit einer Abschattungseinrichtung und mit einem integrierten Zugelement
DE102023113611A1 (de) Geländerholm für ein Gerüst und Verfahren zum Errichten eines Gerüstes
EP4435344A1 (fr) Système de fixation
DE202016107006U1 (de) Gerüstaufsatz
DE202021102273U1 (de) Anbaueinrichtung für den Rahmen eines Baugerüsts
EP1741841B1 (fr) Regard pour compteur
WO2025103639A1 (fr) Armature de tente et tente dotée d'une telle armature de tente
DE10324293B3 (de) Befestigungseinrichtung für eine Absturzsicherung an Dachflächen
DE2724588A1 (de) Gleitbogenausbau
DE202012008557U1 (de) Aufstellvorrichtung für Rohrleitungen

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: 20220706

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: 20240108

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: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502020008238

Country of ref document: DE

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

Effective date: 20240529

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

U01 Request for unitary effect filed

Effective date: 20240702

U07 Unitary effect registered

Designated state(s): AT BE BG DE DK EE FI FR IT LT LU LV MT NL PT SE SI

Effective date: 20240709

P04 Withdrawal of opt-out of the competence of the unified patent court (upc) registered

Free format text: CASE NUMBER: APP_40066/2024

Effective date: 20240705

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

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: 20240605

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

Ref country code: GR

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

Effective date: 20240906

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

Ref country code: ES

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

Effective date: 20240605

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

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: 20240905

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: 20240605

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: 20240906

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: 20240605

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: 20240905

P05 Withdrawal of opt-out of the competence of the unified patent court (upc) changed

Free format text: CASE NUMBER: APP_40066/2024

Effective date: 20240709

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: 20240605

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: 20241005

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

Ref country code: CZ

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

Effective date: 20240605

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

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: 20240605

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: 20240605

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: 20240605

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: 20240605

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: 20240605

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: 20240605

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: 20240605

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: 20241005

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: 20240605

U20 Renewal fee for the european patent with unitary effect paid

Year of fee payment: 5

Effective date: 20241227

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: 20250306

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: 20240605

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

U1N Appointed representative for the unitary patent procedure changed after the registration of the unitary effect

Representative=s name: HOLZWARTH-ROCHFORD, ANDREAS; DE

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

Effective date: 20241215

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

Ref country code: GB

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

Effective date: 20241215

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: 20241231

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: 20241215