EP3099882A1 - Template for fitting a doorway, portal frame or the like - Google Patents

Template for fitting a doorway, portal frame or the like

Info

Publication number
EP3099882A1
EP3099882A1 EP15704337.3A EP15704337A EP3099882A1 EP 3099882 A1 EP3099882 A1 EP 3099882A1 EP 15704337 A EP15704337 A EP 15704337A EP 3099882 A1 EP3099882 A1 EP 3099882A1
Authority
EP
European Patent Office
Prior art keywords
connecting bar
template according
template
plate
tube segment
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
EP15704337.3A
Other languages
German (de)
French (fr)
Other versions
EP3099882B1 (en
Inventor
Luc Jouanjan
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.)
Europorte SAS
Original Assignee
Europorte SAS
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 Europorte SAS filed Critical Europorte SAS
Publication of EP3099882A1 publication Critical patent/EP3099882A1/en
Application granted granted Critical
Publication of EP3099882B1 publication Critical patent/EP3099882B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B11/00—Means for allowing passage through fences, barriers or the like, e.g. stiles
    • E06B11/02—Gates; Doors

Definitions

  • the present invention relates to the field of gates, gantries or the like and more particularly a template for the installation of a portal for a quick and easy installation of a portal by a person not necessarily masonry knowledge.
  • Said sole is made by digging the ground to 50 cm deep, under the pillars and the location of the portal, to leave the foundations frost-free, said excavations to have dimensions greater than those of the pillars. After placing irons in the excavations, the concrete is poured on all the foundations. After drying of the concrete, the prefabricated elements forming the pillars are assembled to the desired height, said pillars usually having a height slightly greater than that of the leaves. After drying the mortar assembling the prefabricated elements, and concrete filling them, the hinges are positioned on the pillars and the doors are set up.
  • This French patent application describes a frame which is intended to ensure the positioning of the anchor rods of a mast and the verticality of said mast.
  • the frame is rigid and comprises in its thickness at least one layer of a deformable material by compression, for example an elastomeric resin of the polyurethane type.
  • said frame has substantially the dimensions of the base plate of the mast and it is provided with holes arranged in accordance with those of said plate, its two faces being flat, smooth and parallel.
  • the frame on which the rods are fixed forms a substantially horizontal imprint in the concrete.
  • One of the aims of the invention is therefore to overcome these disadvantages by proposing a template for the installation of a gate or the like of simple and inexpensive design, allowing the quick and easy realization of a foundation plate by a nobody with no particular knowledge of masonry.
  • a template for the installation of a portal, a gantry or similar remarkable in that it consists of at least two parallel plates extending at each end free of a connecting bar, said plates extending parallel to the longitudinal axis of the connecting bar and comprising means adapted to removably receive threaded rods, each plate being secured to the free end of the bar connecting by means of a shoe so that said plates extend below said connecting bar.
  • Each plate has a central recess so that it has a general shape of U.
  • each plate comprises a base and two branches, said branches extending perpendicularly to the longitudinal axis of the connecting bar.
  • Each shoe consists of a substantially rectangular metal plate integral with the bottom wall of the connecting bar projecting from the free end of said connecting bar, said projecting portion being bent downwards.
  • the connecting bar consists of a metal tube of square cross section.
  • said connecting bar is a telescopic bar to allow the use of the same template for gates of different dimensions.
  • Said connecting bar comprises two tube segments, a first tube segment sliding in a second segment of cross-section tube whose Internal dimensions are just greater than the external dimensions of the first tube segment.
  • the connecting bar comprises means for adjusting its length.
  • Said length adjustment means consists of fingers mounted on an elastic means and projecting outside the first tube segment and able to cooperate with holes made in the second tube segment.
  • FIG. 1 is a perspective view of the laying template of a gate according to the invention
  • FIG. 2 is a perspective view of the laying jig according to the invention on excavations of a foundation flange;
  • FIG. 3 is a perspective view of the excavations of a foundation plate
  • FIG. 4 is a perspective view of the excavations of a foundation footing with an adjustment of the pouring level of the concrete by means of the laying template according to the invention
  • FIG. 5 is a perspective view of the laying jig according to the invention provided with threaded rods
  • FIG. 1 is a perspective view of the laying template according to the invention provided with threaded rods engaged in the foundation plate,
  • FIG. 7 is a perspective view of the foundation plate obtained by means of the laying template according to the invention.
  • FIG. 8 is a perspective view of the plate of a portal pillar secured to the anchor rods of the foundation plate.
  • the laying template according to the invention consists of two parallel plates (1) extending at each of the free ends of a connecting bar (2), said plates (1) s' extending parallel to the longitudinal axis of the connecting bar (2) and comprising means able to removably receive threaded rods (3), each plate (1) being secured to the free end of the connecting rod ( 2) by means of a shoe (4) so that said plates (1) extend under said connecting bar (2).
  • Each plate (1) has a central recess (5) so that it has a general U shape.
  • the U-branches of the plates (1) extend in the same direction.
  • the U-branches of the plates (1) may extend in opposite directions without departing from the scope of the invention.
  • each plate (1) comprises a base (6) and two branches (7), said branches (7) extending perpendicularly to the longitudinal axis of the connecting bar (2).
  • the plates (1) may have any shape, such as the shape of the posts of the portal posts for example, usually substantially square or rectangular, without departing from the scope of the invention.
  • each shoe (4) consists of a substantially rectangular metal plate (8) integral with the bottom wall of the connecting bar (2) projecting from the free end of said connecting bar (2), said protruding portion being folded down.
  • the free end of said protruding portion is integral with the plate (1), the latter being secured to the free end of said portion projecting by welding for example.
  • the shoe (4) and the plate (1) can be obtained in one piece without departing from the scope of the invention.
  • the hooves (4) allow to receive wooden cleats or similar in order to adjust the horizontality of the laying template prior to excavation excavation and pouring concrete as will be detailed below.
  • the connecting bar (2) consists of a metal tube of square cross section. It is obvious that the link bar may have any section without departing from the scope of the invention.
  • said connecting bar (2) consists of a telescopic bar to allow the use of the same template for gates of different dimensions.
  • said connecting bar may comprise two tube segments, a first tube segment sliding in a second cross section tube segment whose internal dimensions are just greater than the external dimensions of the first tube segment. It may also include means for adjusting its length, for example in fingers mounted on an elastic means and projecting outside the first tube segment and able to cooperate with holes in the second tube segment. The spacing between said holes will then advantageously correspond to the width of the various portals marketed.
  • the link bar may comprise two tube segments, a first tube segment sliding in a second cross section tube segment whose internal dimensions are just greater than the external dimensions of the first tube segment. It may also include means for adjusting its length, for example in fingers mounted on an elastic means and projecting outside the first tube segment and able to cooperate with holes in the second tube segment. The spacing between said holes will then advantageously correspond to the width of the various portals marketed.
  • the link bar not shown in the figures, not shown in the figures, the
  • (2) consists of two segments, of substantially the same length, coupled to limit the size of the device for transport including.
  • the laying template according to the invention is positioned on the ground at the area where the gate must be placed to define the outer contour of the holes to be digged, and with reference to Figure 3, we digs the foundation flange comprising two substantially parallelepipedal holes (9) under the plates (1) and, optionally, a trench (10) connecting said holes (9) for the passage of an electrical duct allowing the supply of an engine electric or intercom or similar.
  • the template is then positioned above the excavations of the foundation and, by means of wooden battens (11) positioned under the shoes (4), the pouring level is adjusted, the concrete having arrived at the lower flower of the plates (1) of the laying template. The concrete is then poured into the holes (9) of the foundation. Note that the pour level is slightly below ground level.
  • the template is removed and the threaded rods (3) are positioned on the branches (7) of the plates (1) of the template, then, with reference to FIG. 6, the template provided with the rods is replaced. threaded (3) on the ground by being supported on the wooden battens (11) so that the threaded rods extend into the fresh concrete. We then check the levels and adjust if necessary horizontality by adding and / or removing wooden battens (11) under the hooves (4), then let the concrete pull. Referring to Figure 7, after drying of the concrete, the laying template is removed so that the threaded rods (3) protrude from the foundation plate ready to receive the mounting plate of the portal posts.
  • the plates (12) of the posts (13) of the gate are secured to the threaded rods (3) by means of nuts, not shown in the figures, so that said plate (12) extends at ground level.
  • the space between the plate (12) of the foundation plate can easily adjust the plumb and the level of the gate.
  • the laying template according to the invention is particularly inexpensive, is easy to transport and allows a particularly simple implementation using materials available at the site of the site such as wooden battens.

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The present invention relates to a template for fitting a doorway, a portal frame or the like, characterized in that it is made up of at least two parallel mounting plates (1) extending at each of the free ends of a connecting bar (2), said mounting plates (1) extending parallel to the longitudinal axis of the connecting bar (2) and comprising means capable of removably accepting threaded rods (3), each mounting plate (1) being fixed to the free end of the connecting bar (2) by means of a shoe (4) so that said mounting plates (1) extend below said connecting bar (2).

Description

GABARIT POUR LA POSE D'UN PORTAIL, PORTIQUE OU SIMILAIRE  JIG FOR INSTALLATION OF A PORTAL, PORTIC OR SIMILAR
DOMAINE TECHNIQUE TECHNICAL AREA
La présente invention concerne le domaine des portails, portiques ou similaires et plus particulièrement un gabarit pour la pose d'un portail permettant une pose rapide et aisée d'un portail par une personne n'ayant pas nécessairement de connaissances en maçonnerie. The present invention relates to the field of gates, gantries or the like and more particularly a template for the installation of a portal for a quick and easy installation of a portal by a person not necessarily masonry knowledge.
ART ANTERIEUR PRIOR ART
Dans le domaine de domaine des portails, et plus particulièrement celui des portails à battants, il est bien connu que lesdits battants sont articulés, au moyen de gonds, à des piliers maçonnés qu'il est nécessaire de fabriquer, lesdits piliers supportant le poids du portail et les multiples ouvertures-fermetures auxquels ils sont soumis. De manière similaire, les portails coulissant coulissent le long d'un rail entre deux piliers portant les roulements de guidage et/ou la motorisation du vantail. Ces piliers qui doivent être parfaitement posés sont généralement réalisés au moyen d'éléments préfabriqués. Pour la pose des piliers, il est d'abord nécessaire de réaliser une semelle de fondations sur toute la largeur du portail et des piliers. Ladite semelle est réalisée en creusant le sol à 50 cm de profondeur, sous les piliers et l'emplacement du portail, pour laisser les fondations hors-gel, lesdites fouilles devant présenter des dimensions supérieures à celles des piliers. Après avoir positionné des fers dans les fouilles, le béton est coulé sur l'ensemble des fondations. Après séchage du béton, les éléments préfabriqués formant les piliers sont assemblés jusqu'à la hauteur désirée, lesdits piliers devant usuellement présenter une hauteur légèrement supérieure à celle des battants. Après séchage du mortier assemblant les éléments préfabriqués, et du béton remplissant ces derniers, les gonds sont positionnés sur les piliers puis les battants sont mis en place. La pose d'un portail traditionnel est ainsi longue et onéreuse car il est nécessaire d'attendre plusieurs jours pour le séchage de la semelle de fondations puis, après la pose des piliers, d'attendre à nouveau plusieurs jours pour le séchage des piliers avant la mise en place des battants. Par ailleurs, il est nécessaire de faire appel à un maçon dont le coût de la main d'œuvre grève considérablement le coût du portail. In the field of gates, and more particularly that of swing gates, it is well known that said wings are articulated, by means of hinges, to masonry pillars that it is necessary to manufacture, said pillars supporting the weight of the door. portal and the multiple openings-closures to which they are subjected. Similarly, the sliding gates slide along a rail between two pillars carrying the guide bearings and / or the leaf motor. These pillars that must be perfectly installed are usually made using prefabricated elements. For the installation of the pillars, it is first necessary to make a foundation foundation over the entire width of the portal and pillars. Said sole is made by digging the ground to 50 cm deep, under the pillars and the location of the portal, to leave the foundations frost-free, said excavations to have dimensions greater than those of the pillars. After placing irons in the excavations, the concrete is poured on all the foundations. After drying of the concrete, the prefabricated elements forming the pillars are assembled to the desired height, said pillars usually having a height slightly greater than that of the leaves. After drying the mortar assembling the prefabricated elements, and concrete filling them, the hinges are positioned on the pillars and the doors are set up. The installation of a traditional portal is thus long and expensive because it is necessary to wait several days for the drying of the foundation foundation then, after the installation of the pillars, to wait again several days for the drying of the front pillars the setting up of the leaves. In addition, it is necessary to call on a mason whose labor cost significantly increases the cost of the portal.
Afin de limiter le temps de pose, on a déjà imaginé des portails dans lesquels les piliers maçonnés ont été substitués par des poteaux métalliques. Néanmoins, ces poteaux métalliques, qui comportent à leurs extrémités inférieures des plaques de fixation, sont solidarisés à des tiges d'ancrages partiellement noyées dans une semelle de fondation. Il convient donc de réaliser préalablement une semelle de fondation qui doit être réalisée aux bonnes dimensions pour recevoir lesdits poteaux métalliques du portail. To limit the installation time, we have already imagined portals in which the masonry pillars have been substituted by metal poles. However, these metal posts, which have at their lower ends fixing plates, are secured to anchor rods partially embedded in a foundation plate. It is therefore necessary to carry out beforehand a foundation plate which must be made to the right dimensions to receive said metal posts of the portal.
A cet effet, il est bien connu des cadres assurant le positionnement de tiges d'ancrage et la verticalité de poteaux. For this purpose, it is well known frames ensuring the positioning of anchor rods and the verticality of poles.
C'est le cas notamment de la demande de brevet français FR 2 682 982. Cette demande de brevet français décrit un cadre qui est destiné à assurer le positionnement des tiges d'ancrage d'un mât et la verticalité dudit mât. Le cadre est rigide et il comporte dans son épaisseur au moins une couche d'un matériau déformable par compression, par exemple une résine élastomérique du type polyuréthane. Par ailleurs, ledit cadre a sensiblement les dimensions de la plaque de base du mât et il est pourvu de trous disposés conformément à ceux de ladite plaque, ses deux faces étant planes, lisses et parallèles. Le cadre sur lequel les tiges sont fixées forme une empreinte sensiblement horizontale dans le béton. This is particularly the case of the French patent application FR 2 682 982. This French patent application describes a frame which is intended to ensure the positioning of the anchor rods of a mast and the verticality of said mast. The frame is rigid and comprises in its thickness at least one layer of a deformable material by compression, for example an elastomeric resin of the polyurethane type. Furthermore, said frame has substantially the dimensions of the base plate of the mast and it is provided with holes arranged in accordance with those of said plate, its two faces being flat, smooth and parallel. The frame on which the rods are fixed forms a substantially horizontal imprint in the concrete.
Bien que ce type de dispositif facilite la pose des tiges d'ancrage dans la semelle de fondation, il reste néanmoins nécessaire de faire appel à un maçon pour la réalisation de ladite semelle de fondation de manière à ce que l'écartement des tiges d'ancrage de chaque poteau soit conforme à l'écartement des poteaux du portail. Le coût de la main d'œuvre d'un maçon étant important, cela grève le coût global de ce type de portail. Although this type of device facilitates the installation of the anchor rods in the foundation, it is still necessary to use a mason for the realization of said foundation plate so that the spacing of the rods. anchoring of each post is consistent with the spacing of the portal posts. The cost of a mason's workforce being important, it stresses the overall cost of this type of portal.
EXPOSE DE L'INVENTION L'un des buts de l'invention est donc de remédier à ces inconvénients en proposant un gabarit pour la pose d'un portail ou similaire de conception simple et peu onéreuse, permettant la réalisation rapide et aisée d'une semelle de fondation par une personne n'ayant pas de connaissance particulière en maçonnerie. SUMMARY OF THE INVENTION One of the aims of the invention is therefore to overcome these disadvantages by proposing a template for the installation of a gate or the like of simple and inexpensive design, allowing the quick and easy realization of a foundation plate by a nobody with no particular knowledge of masonry.
A cet effet et conformément à l'invention, il est proposé un gabarit pour la pose d'un portail, d'un portique ou similaire remarquable en qu'il est constitué d'au moins deux platines parallèles s'étendant à chacune des extrémités libres d'une barre de liaison, lesdites platines s'étendant parallèlement à l'axe longitudinal de la barre de liaison et comprenant des moyens aptes à recevoir de manière amovible des tiges filetées, chaque platine étant solidarisée à l'extrémité libre de la barre de liaison au moyen d'un sabot de sorte que lesdites platines s'étendent sous ladite barre de liaison. Chaque platine présente un évidement central de telle sorte qu'elle présente une forme générale de U. For this purpose and in accordance with the invention, it is proposed a template for the installation of a portal, a gantry or similar remarkable in that it consists of at least two parallel plates extending at each end free of a connecting bar, said plates extending parallel to the longitudinal axis of the connecting bar and comprising means adapted to removably receive threaded rods, each plate being secured to the free end of the bar connecting by means of a shoe so that said plates extend below said connecting bar. Each plate has a central recess so that it has a general shape of U.
Par ailleurs, chaque platine comporte une embase et deux branches, lesdites branches s'étendant perpendiculairement à l'axe longitudinal de la barre de liaison. Furthermore, each plate comprises a base and two branches, said branches extending perpendicularly to the longitudinal axis of the connecting bar.
Chaque sabot est constitué d'une plaque métallique sensiblement rectangulaire solidaire de la paroi inférieure de la barre de liaison en faisant saillie à l'extrémité libre de ladite barre de liaison, ladite partie faisant saillie étant repliée vers le bas. De préférence, la barre de liaison consiste dans un tube métallique de section transversale carrée. Each shoe consists of a substantially rectangular metal plate integral with the bottom wall of the connecting bar projecting from the free end of said connecting bar, said projecting portion being bent downwards. Preferably, the connecting bar consists of a metal tube of square cross section.
De manière avantageuse, ladite barre de liaison est une barre télescopique afin de permettre l'utilisation du même gabarit pour des portails de différentes dimensions. Advantageously, said connecting bar is a telescopic bar to allow the use of the same template for gates of different dimensions.
Ladite barre de liaison comporte deux segments de tube, un premier segment de tube coulissant dans un second segment de tube de section transversale dont les dimensions internes sont tout juste supérieures aux dimensions externes du premier segment de tube. Said connecting bar comprises two tube segments, a first tube segment sliding in a second segment of cross-section tube whose Internal dimensions are just greater than the external dimensions of the first tube segment.
De préférence, la barre de liaison comporte des moyens de réglage de sa longueur. Preferably, the connecting bar comprises means for adjusting its length.
Lesdits moyens de réglage de la longueur consiste dans des doigts montés sur un moyen élastique et faisant saillie à l'extérieur du premier segment de tube et aptes à coopérer avec des trous pratiqués dans le second segment de tube. DESCRIPTION SOMMAIRE DES FIGURES Said length adjustment means consists of fingers mounted on an elastic means and projecting outside the first tube segment and able to cooperate with holes made in the second tube segment. SUMMARY DESCRIPTION OF THE FIGURES
D'autres avantages et caractéristiques ressortiront mieux de la description qui va suivre de plusieurs variantes d'exécution, données à titre d'exemples non limitatifs, du gabarit de pose d'un portail ou similaire conforme à l'invention, en référence aux dessins annexés sur lesquels : Other advantages and features will become more apparent from the following description of several variant embodiments, given by way of non-limiting examples, of the installation template for a gate or the like according to the invention, with reference to the drawings. annexed in which:
- la figure 1 est une vue en perspective du gabarit de pose d'un portail suivant l'invention,  FIG. 1 is a perspective view of the laying template of a gate according to the invention,
- la figure 2 est une vue en perspective du gabarit de pose suivant l'invention sur des fouilles d'une semelle de fondation,  FIG. 2 is a perspective view of the laying jig according to the invention on excavations of a foundation flange;
- la figure 3 est une vue en perspective des fouilles d'une semelle de fondation, FIG. 3 is a perspective view of the excavations of a foundation plate,
- la figure 4 est une vue en perspective des fouilles d'une semelle de fondation avec un réglage du niveau de coulage du béton au moyen du gabarit de pose suivant l'invention, FIG. 4 is a perspective view of the excavations of a foundation footing with an adjustment of the pouring level of the concrete by means of the laying template according to the invention;
- la figure 5 est une vue en perspective du gabarit de pose suivant l'invention muni des tiges filetées,  FIG. 5 is a perspective view of the laying jig according to the invention provided with threaded rods,
- la figure est une vue en perspective du gabarit de pose suivant l'invention muni des tiges filetées en prise dans la semelle de fondation,  - The figure is a perspective view of the laying template according to the invention provided with threaded rods engaged in the foundation plate,
- la figure 7 est une vue en perspective de la semelle de fondation obtenue au moyen du gabarit de pose suivant l'invention,  FIG. 7 is a perspective view of the foundation plate obtained by means of the laying template according to the invention,
- la figure 8 est une vue en perspective de la plaque d'un pilier de portail solidarisée aux tiges d'ancrage de la semelle de fondation.  - Figure 8 is a perspective view of the plate of a portal pillar secured to the anchor rods of the foundation plate.
DESCRIPTION DÉTAILLÉE DE L'INVENTION Dans la suite de la description du gabarit de pose suivant l'invention, les mêmes références numériques désignent les mêmes éléments. Par ailleurs, les différentes vues ne sont pas nécessairement tracées à l'échelle. DETAILED DESCRIPTION OF THE INVENTION In the following description of the laying template according to the invention, the same reference numerals designate the same elements. In addition, the different views are not necessarily drawn to scale.
En référence aux figures 1 et 2, le gabarit de pose suivant l'invention est constitué de deux platines (1) parallèles s'étendant à chacune des extrémités libres d'une barre de liaison (2), lesdites platines (1) s'étendant parallèlement à l'axe longitudinal de la barre de liaison (2) et comprenant des moyens aptes à recevoir de manière amovible des tiges filetées (3), chaque platine (1) étant solidarisée à l'extrémité libre de la barre de liaison (2) au moyen d'un sabot (4) de sorte que lesdites platines (1) s'étendent sous ladite barre de liaison (2). Chaque platine (1) présente un évidement central (5) de telle sorte qu'elle présente une forme générale de U. Dans cet exemple particulier de réalisation, les branches des U des platines (1) s'étendent dans la même direction. Toutefois, il est bien évident que les branches des U des platines (1) pourront s'étendre dans des directions opposées sans pour autant sortir du cadre de l'invention. Ainsi, chaque platine (1) comporte une embase (6) et deux branches (7), lesdites branches (7) s'étendant perpendiculairement à l'axe longitudinal de la barre de liaison (2). Referring to Figures 1 and 2, the laying template according to the invention consists of two parallel plates (1) extending at each of the free ends of a connecting bar (2), said plates (1) s' extending parallel to the longitudinal axis of the connecting bar (2) and comprising means able to removably receive threaded rods (3), each plate (1) being secured to the free end of the connecting rod ( 2) by means of a shoe (4) so that said plates (1) extend under said connecting bar (2). Each plate (1) has a central recess (5) so that it has a general U shape. In this particular embodiment, the U-branches of the plates (1) extend in the same direction. However, it is obvious that the U-branches of the plates (1) may extend in opposite directions without departing from the scope of the invention. Thus, each plate (1) comprises a base (6) and two branches (7), said branches (7) extending perpendicularly to the longitudinal axis of the connecting bar (2).
Il est bien évident que les platines (1) pourront présenter une forme quelconque, telle que la forme des platines des poteaux du portail par exemple, usuellement sensiblement carré ou rectangulaire, sans pour autant sortir du cadre de l'invention. It is obvious that the plates (1) may have any shape, such as the shape of the posts of the portal posts for example, usually substantially square or rectangular, without departing from the scope of the invention.
Par ailleurs, chaque sabot (4) est constitué d'une plaque métallique (8) sensiblement rectangulaire solidaire de la paroi inférieure de la barre de liaison (2) en faisant saillie à l'extrémité libre de ladite barre de liaison (2), ladite partie faisant saillie étant repliée vers le bas. L'extrémité libre de ladite partie faisant saillie est solidaire de la platine (1), cette dernière étant solidarisée à l'extrémité libre de ladite partie faisant saillie par soudure par exemple. Alternativement, le sabot (4) et la platine (1) pourront être obtenus d'une seule pièce sans pour autant sortir du cadre de l'invention. On observera que les sabots (4) permettent de recevoir des tasseaux en bois ou similaire afin de régler l'horizontalité du gabarit de pose préalablement au creusement des fouilles et du coulage du béton comme il sera détaillé plus loin. De préférence, la barre de liaison (2) consiste dans un tube métallique de section transversale carrée. Il est bien évident que la barre de liaison pourra présenter une section quelconque sans pour autant sortir du cadre de l'invention. Furthermore, each shoe (4) consists of a substantially rectangular metal plate (8) integral with the bottom wall of the connecting bar (2) projecting from the free end of said connecting bar (2), said protruding portion being folded down. The free end of said protruding portion is integral with the plate (1), the latter being secured to the free end of said portion projecting by welding for example. Alternatively, the shoe (4) and the plate (1) can be obtained in one piece without departing from the scope of the invention. We will observe that the hooves (4) allow to receive wooden cleats or similar in order to adjust the horizontality of the laying template prior to excavation excavation and pouring concrete as will be detailed below. Preferably, the connecting bar (2) consists of a metal tube of square cross section. It is obvious that the link bar may have any section without departing from the scope of the invention.
De manière avantageuse, ladite barre de liaison (2) consiste dans une barre télescopique afin de permettre l'utilisation du même gabarit pour des portails de différentes dimensions. Ainsi, ladite barre de liaison pourra comporter deux segments de tube, un premier segment de tube coulissant dans un second segment de tube de section transversale dont les dimensions internes sont tout juste supérieures aux dimensions externes du premier segment de tube. Elle pourra également comporter des moyens de réglage de sa longueur consistant par exemple dans des doigts montés sur un moyen élastique et faisant saillie à l'extérieur du premier segment de tube et aptes à coopérer avec des trous pratiqués dans le second segment de tube. L'espacement entre lesdits trous correspondra alors avantageusement à la largeur des différents portails commercialisés. Selon une variante d'exécution, non représentée sur les figures, la barre de liaisonAdvantageously, said connecting bar (2) consists of a telescopic bar to allow the use of the same template for gates of different dimensions. Thus, said connecting bar may comprise two tube segments, a first tube segment sliding in a second cross section tube segment whose internal dimensions are just greater than the external dimensions of the first tube segment. It may also include means for adjusting its length, for example in fingers mounted on an elastic means and projecting outside the first tube segment and able to cooperate with holes in the second tube segment. The spacing between said holes will then advantageously correspond to the width of the various portals marketed. According to an alternative embodiment, not shown in the figures, the link bar
(2) est constituée de deux segments, sensiblement de même longueur, raboutés permettant de limiter l'encombrement du dispositif pour son transport notamment. (2) consists of two segments, of substantially the same length, coupled to limit the size of the device for transport including.
On expliquera maintenant le fonctionnement du gabarit de pose suivant l'invention en référence aux figures 2 à 8. We will now explain the operation of the laying template according to the invention with reference to Figures 2 to 8.
En référence à la figure 2, le gabarit de pose suivant l'invention est positionné au sol au niveau de la zone où le portail doit être posé afin de délimiter le contour extérieur des trous à creuser, puis en référence à la figure 3, on creuse la semelle de fondation comportant deux trous (9) sensiblement parallélépipédiques sous les platines (1) et, éventuellement, une tranchée (10) reliant lesdits trous (9) pour le passage d'une gaine électrique permettant l'alimentation d'un moteur électrique ou d'un interphone ou similaire. En référence à la figure 4, le gabarit est alors positionné au-dessus des fouilles de la semelle de fondation et, au moyen de tasseaux de bois (11) positionnés sous les sabots (4), on règle le niveau de coulage, le béton devant arrivé au fleur inférieur des platines (1) du gabarit de pose. Le béton est alors coulé dans les trous (9) de la semelle de fondation. On notera que le niveau de coulage est situé légèrement sous le niveau du sol. Referring to Figure 2, the laying template according to the invention is positioned on the ground at the area where the gate must be placed to define the outer contour of the holes to be digged, and with reference to Figure 3, we digs the foundation flange comprising two substantially parallelepipedal holes (9) under the plates (1) and, optionally, a trench (10) connecting said holes (9) for the passage of an electrical duct allowing the supply of an engine electric or intercom or similar. Referring to Figure 4, the template is then positioned above the excavations of the foundation and, by means of wooden battens (11) positioned under the shoes (4), the pouring level is adjusted, the concrete having arrived at the lower flower of the plates (1) of the laying template. The concrete is then poured into the holes (9) of the foundation. Note that the pour level is slightly below ground level.
En référence à la figure 5, on retire le gabarit et on positionne les tiges filetées (3) sur les branches (7) des platines (1) du gabarit, puis, en référence à la figure 6, on replace le gabarit muni des tiges filetées (3) sur le sol en prenant appui sur les tasseaux de bois (11) de telle sorte que les tiges filetées s'étendent dans le béton frais. On vérifie alors les niveaux et on règle si nécessaire l'horizontalité en ajoutant et/ou supprimant des tasseaux de bois (11) sous les sabots (4), puis on laisse tirer le béton. En référence, à la figure 7, après séchage du béton, le gabarit de pose est retiré de sorte que les tiges filetées (3) font saillies de la semelle de fondation prêtes à recevoir la platine de fixation des poteaux du portail. With reference to FIG. 5, the template is removed and the threaded rods (3) are positioned on the branches (7) of the plates (1) of the template, then, with reference to FIG. 6, the template provided with the rods is replaced. threaded (3) on the ground by being supported on the wooden battens (11) so that the threaded rods extend into the fresh concrete. We then check the levels and adjust if necessary horizontality by adding and / or removing wooden battens (11) under the hooves (4), then let the concrete pull. Referring to Figure 7, after drying of the concrete, the laying template is removed so that the threaded rods (3) protrude from the foundation plate ready to receive the mounting plate of the portal posts.
Ainsi, en référence à la figure 8, les platines (12) des poteaux (13) du portail sont solidarisées aux tiges filetées (3) au moyen d'écrous, non représentés sur les figures, de telle sorte que ladite platine (12) s'étende au niveau du sol. Ainsi, l'espace séparant la platine (12) de la semelle de fondation permet de régler aisément l'aplomb et le niveau du portail. Par ailleurs, on observera que le gabarit de pose suivant l'invention est particulièrement peu onéreux, est facile à transporter et permet une mise en œuvre particulièrement simple en utilisant des matériaux à disposition sur le lieu du chantier tels que des tasseaux de bois. Enfin, il est bien évident que les exemples que l'on vient de donner ne sont que des illustrations particulières et en aucun cas limitatif quant au domaine d'application de l'invention. Thus, with reference to FIG. 8, the plates (12) of the posts (13) of the gate are secured to the threaded rods (3) by means of nuts, not shown in the figures, so that said plate (12) extends at ground level. Thus, the space between the plate (12) of the foundation plate can easily adjust the plumb and the level of the gate. Furthermore, it will be observed that the laying template according to the invention is particularly inexpensive, is easy to transport and allows a particularly simple implementation using materials available at the site of the site such as wooden battens. Finally, it is obvious that the examples which have just been given are only particular illustrations and in no way limiting as to the field of application of the invention.

Claims

REVENDICATIONS
1 - Gabarit pour la pose d'un portail, d'un portique ou similaire caractérisé en qu'il est constitué d'au moins deux platines (1) parallèles s'étendant à chacune des extrémités libres d'une barre de liaison (2), lesdites platines (1) s'étendant parallèlement à l'axe longitudinal de la barre de liaison (2) et comprenant des moyens aptes à recevoir de manière amovible des tiges filetées (3), chaque platine (1) étant solidarisée à l'extrémité libre de la barre de liaison (2) au moyen d'un sabot (4) de sorte que lesdites platines (1) s'étendent sous ladite barre de liaison (2). 1 - Template for the installation of a portal, a portal or similar characterized in that it consists of at least two plates (1) parallel extending to each of the free ends of a connecting bar (2 ), said plates (1) extending parallel to the longitudinal axis of the connecting bar (2) and comprising means adapted to removably receive threaded rods (3), each plate (1) being secured to the free end of the connecting bar (2) by means of a shoe (4) so that said plates (1) extend under said connecting bar (2).
2 - Gabarit suivant la revendication précédente caractérisé en ce que chaque platine (1) présente un évidement central (5) de telle sorte qu'elle présente une forme générale de U. 2 - Template according to the preceding claim characterized in that each plate (1) has a central recess (5) so that it has a general shape of U.
3 - Gabarit suivant la revendication 2 caractérisé en ce que chaque platine (1) comporte une embase (6) et deux branches (7), lesdites branches (7) s'étendant perpendiculairement à l'axe longitudinal de la barre de liaison (2). 4 - Gabarit suivant l'une quelconque des revendications 1 à 3 caractérisé en ce que chaque sabot (4) est constitué d'une plaque métallique (8) sensiblement rectangulaire solidaire de la paroi inférieure de la barre de liaison (2) en faisant saillie à l'extrémité libre de ladite barre de liaison (2), ladite partie faisant saillie étant repliée vers le bas. 3 - Template according to claim 2 characterized in that each plate (1) comprises a base (6) and two branches (7), said branches (7) extending perpendicular to the longitudinal axis of the connecting bar (2). ). 4 - Template according to any one of claims 1 to 3 characterized in that each shoe (4) consists of a metal plate (8) substantially rectangular integral with the lower wall of the connecting bar (2) protruding at the free end of said connecting bar (2), said projecting portion being folded downwards.
5 - Gabarit suivant l'une quelconque des revendications 1 à 4 caractérisé en ce que la barre de liaison (2) consiste dans un tube métallique de section transversale carrée. 6 - Gabarit suivant l'une quelconque des revendications 1 à 5 caractérisé en ce que la barre de liaison (2) est une barre télescopique. 5 - Template according to any one of claims 1 to 4 characterized in that the connecting bar (2) consists of a metal tube of square cross section. 6 - Template according to any one of claims 1 to 5 characterized in that the connecting bar (2) is a telescopic bar.
7 - Gabarit suivant la revendication 6 caractérisé en ce que la barre de liaison (2) comporte deux segments de tube, un premier segment de tube coulissant dans un second segment de tube de section transversale dont les dimensions internes sont tout juste supérieures aux dimensions externes du premier segment de tube. 7 - Template according to claim 6 characterized in that the connecting bar (2) comprises two tube segments, a first tube segment sliding in a second cross section tube segment whose internal dimensions are just greater than the external dimensions of the first tube segment.
8 - Gabarit suivant la revendication 7 caractérisé en ce que la barre de liaison (2) comporte des moyens de réglage de sa longueur. 8 - Template according to claim 7 characterized in that the connecting bar (2) comprises means for adjusting its length.
9 - Gabarit suivant la revendication 8 caractérisé en ce que les moyens de réglage de la longueur consiste dans des doigts montés sur un moyen élastique et faisant saillie à l'extérieur du premier segment de tube et aptes à coopérer avec des trous pratiqués dans le second segment de tube. 9 - Template according to claim 8 characterized in that the length adjustment means consists of fingers mounted on an elastic means and projecting outside the first tube segment and able to cooperate with holes in the second tube segment.
EP15704337.3A 2014-01-31 2015-01-15 Template for fitting a doorway, portal frame or the like Active EP3099882B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR1450772A FR3017154B1 (en) 2014-01-31 2014-01-31 JIG FOR INSTALLATION OF A PORTAL, PORTIC OR SIMILAR
PCT/FR2015/050101 WO2015114235A1 (en) 2014-01-31 2015-01-15 Template for fitting a doorway, portal frame or the like

Publications (2)

Publication Number Publication Date
EP3099882A1 true EP3099882A1 (en) 2016-12-07
EP3099882B1 EP3099882B1 (en) 2018-03-21

Family

ID=50549123

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15704337.3A Active EP3099882B1 (en) 2014-01-31 2015-01-15 Template for fitting a doorway, portal frame or the like

Country Status (3)

Country Link
EP (1) EP3099882B1 (en)
FR (1) FR3017154B1 (en)
WO (1) WO2015114235A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1025945B1 (en) * 2018-01-18 2019-08-21 Pouleyn Nv PREFABRICATED BEARING FRAME FOR GATES

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2531310A (en) * 1949-09-08 1950-11-21 Spectro Mfg & Sales Inc Extensible gate
US3963210A (en) * 1975-03-05 1976-06-15 Macklin Charles D Apparatus for setting anchor bolts and other objects in concrete slabs
FR2313545A1 (en) * 1975-06-02 1976-12-31 Reimbert Andre Prefabricated gate unit unit for private estate entrances - having sill and posts cast in one piece and incorporating hinge pins
FR2682982B1 (en) 1991-10-25 1994-02-04 Boisson Sarl FRAME ASSURING THE POSITIONING OF THE ANCHORING RODS AND THE VERTICALITY OF A MAT AND METHOD OF FIXING A MAT IMPLEMENTING IT.
IT1390744B1 (en) * 2008-08-05 2011-09-23 Mannori S N C Di Mannori Sim One E Marco Flli PERFECT GATE

Also Published As

Publication number Publication date
WO2015114235A1 (en) 2015-08-06
FR3017154B1 (en) 2016-02-05
FR3017154A1 (en) 2015-08-07
EP3099882B1 (en) 2018-03-21

Similar Documents

Publication Publication Date Title
EP2642046B1 (en) Fencing system
EP3099882B1 (en) Template for fitting a doorway, portal frame or the like
FR3009572A1 (en) SHADOW FOR PARKING AREA OF VEHICLE.
FR2631397A1 (en) METHOD FOR ASSEMBLING A CONCRETE ELEMENT AND A SUPPORT AND CORRESPONDING STRUCTURE
EP1781887B1 (en) Method for mounting and installing a gate and ready-to-be-installed gate
FR2944042A1 (en) Covering installation for protecting parking area of electric motor vehicle, has pedestals placed on ground for assuring self-stability of structural module, where module straddles parking spaces without intermediate supports
EP3351705B1 (en) A swimming pool provided with a stand and a method for building same
BE1001680A5 (en) Plate tree protection.
FR2986252A1 (en) Device for installation of facing material in stone in concrete wall e.g. retaining wall, has rigid lattice panel that is approximately parallel to define filling space that is filled until given height that is defined by height of panel
FR2990968A1 (en) FLOOR STRUCTURE
FR2601051A1 (en) ROAD SIGNAL SUPPORT, DIRECTION INDICATOR, PEDESTRIAN PROTECTIVE BARRIERS, AND THE LIKE
FR2922080A1 (en) Climbing plant e.g. kiwifruit plant, culturing device, for e.g. flower garden, has arm maintained in upward position by tie rod fixed at post above fixation point of arms and around arms in its median zone
EP1258565A1 (en) Prefabricated bridge bearing
FR2941985A1 (en) Prefabricated monoblock concrete panel for construction of fence wall, has inner recess arranged between opposed faces of wall and opened on surface of wall opposite to support surface where one of wall faces is provided with mantle
FR2861793A1 (en) SLIDING GATE ADAPTED TO LAND WITH HIGH DENIVE
FR2727447A1 (en) Construction of tunnel under embankment in soft soils or areas prone to flooding
FR2774106A1 (en) ROAD PROTECTION DEVICE AND METHOD FOR PRODUCING SUCH A DEVICE
WO2015052450A1 (en) Method for installing underwater foundations for an offshore device and corresponding installation assembly
FR2797288A1 (en) DEVICE FOUNDATION ANCHORED IN THE GROUND BY DAMAGE
WO2011098678A1 (en) One-piece prefabricated panel for wall construction
FR2861779A1 (en) Prefabricated structure for swimming pool comprises aluminum framework with supports and concrete panels
FR2994702A1 (en) Sidewall module for e.g. swimming pool, has return unit placed in area of end of wall, where return unit extends with regard to sole and has dimensions authorizing people to walk on aisle supported entirely by return unit
FR2698391A1 (en) Load bearing structure and construction process for agricultural buildings - includes steps of forming support piles, marking points for implantation of piles, and driving piles into ground and erecting preassembled structural framework on them
EP3749810A1 (en) Foundation providing point bearing for a structure, and method for building such a foundation
FR3088348A1 (en) SUPPORT OF A GUARDRAIL POST FOR A LAND STABILIZATION SYSTEM

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: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20160714

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

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: 20171213

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: AT

Ref legal event code: REF

Ref document number: 981305

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180415

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602015009086

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20180321

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: 20180321

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: 20180321

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: 20180321

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: 20180321

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: 20180621

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 981305

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180321

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: 20180321

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: 20180621

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: 20180622

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: 20180321

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: 20180321

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: 20180321

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

Ref country code: NL

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

Effective date: 20180321

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: 20180321

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: 20180321

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: 20180321

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: 20180321

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: 20180321

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: 20180321

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: 20180321

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: 20180321

Ref country code: AT

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

Effective date: 20180321

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

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: 20180723

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602015009086

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

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

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: 20180321

26N No opposition filed

Effective date: 20190102

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: 20180321

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: 20180321

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: 20180321

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: LU

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

Effective date: 20190115

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20190131

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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: 20190131

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: 20190131

Ref country code: LI

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

Effective date: 20190131

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: 20190115

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: 20180321

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: 20180721

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

Ref country code: HU

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

Effective date: 20150115

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: 20180321

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

Ref country code: DE

Payment date: 20240115

Year of fee payment: 10

Ref country code: GB

Payment date: 20240119

Year of fee payment: 10

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

Ref country code: FR

Payment date: 20240129

Year of fee payment: 10