EP3680419B1 - Dispositif de recouvrement de joint de dilatation - Google Patents

Dispositif de recouvrement de joint de dilatation Download PDF

Info

Publication number
EP3680419B1
EP3680419B1 EP20150437.0A EP20150437A EP3680419B1 EP 3680419 B1 EP3680419 B1 EP 3680419B1 EP 20150437 A EP20150437 A EP 20150437A EP 3680419 B1 EP3680419 B1 EP 3680419B1
Authority
EP
European Patent Office
Prior art keywords
joint
bridging
bridging device
anchoring
nut
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
EP20150437.0A
Other languages
German (de)
English (en)
Other versions
EP3680419A1 (fr
Inventor
Markus Schaub-Manthei
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.)
Migua Fugensysteme GmbH
Original Assignee
Migua Fugensysteme GmbH
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
Priority claimed from DE202019100165.8U external-priority patent/DE202019100165U1/de
Application filed by Migua Fugensysteme GmbH filed Critical Migua Fugensysteme GmbH
Priority to PL20150437T priority Critical patent/PL3680419T3/pl
Publication of EP3680419A1 publication Critical patent/EP3680419A1/fr
Application granted granted Critical
Publication of EP3680419B1 publication Critical patent/EP3680419B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6803—Joint covers
    • E04B1/6804—Joint covers specially adapted for floor parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/02005—Construction of joints, e.g. dividing strips
    • E04F15/02016—Construction of joints, e.g. dividing strips with sealing elements between flooring elements

Definitions

  • the structures are often provided with targeted joints, which divide the structures into individual structural parts.
  • the joints enable changes in the position of the parts of the structure relative to one another and prematurely turn away the forces acting on the structure that induce stress cracks.
  • joint bridging devices By means of joint bridging devices, the individual structural parts can be bridged despite the relative movements to one another in order to create a flat, gap-free transition surface.
  • the joint bridging devices are non-positively connected to the structural parts and compensate for the relative movements by means of bridging and anchoring devices that are movably connected to one another. While the anchoring devices are screwed to the respective structural parts and are partially covered by the floor covering, the bridging devices, on the other hand, run in as one plane as possible with the surface of the floor covering over the joints.
  • requests with regard to a changed appearance of the visible surface of the joint bridging device can also make it necessary to replace the bridging device and the associated upper parts of the anchoring devices. For example, you can switch between different types of anodizing of extruded aluminum profiles or from an anodized to a non-anodized surface or vice versa. Finally, necessary changes in the thickness of the floor covering may also create a need for replacement of the bridging device and upper parts of the anchoring devices.
  • a device described above for bridging joints between two structural parts is based on the patent application DE 38 28 980 A1 emerged.
  • a joint bridging device is disclosed here which consists of two anchoring devices and a bridging device.
  • the bridging device has two bridging members which interlock telescopically and are each articulated to one of the anchoring devices via a groove with an arcuate cross section with an arcuate tongue adapted to compensate for relative movements between the structural parts.
  • the anchoring devices are screwed to the structural parts and then partially covered by a layer of mortar or another floor covering, so that a flat floor surface is created overall.
  • the anchoring devices are preferably designed in two parts as an upper part and a lower part in order to enable the joint bridging device to be adapted to the thickness of the floor covering through the choice of the upper part.
  • the upper and lower parts of the anchoring devices directly adjoin the floor covering.
  • An exchange of the bridging links, which was carried out before the installation of the Joint bridging device are pushed into the arcuate groove of the upper parts, is thus also only possible with considerable effort.
  • the separation of the upper part and the lower part requires a relative displacement of the aforementioned components over their entire length, so that an expansion of the upper part is hardly feasible in practice.
  • joint bridging device which is particularly suitable for use in humid environments, is derived from the product "FPG 90 NI kF" from “MIGUA”.
  • the joint bridging device described here has an elastic bridging device which is clamped on the side facing away from the joint between a lower part and an upper part of an anchoring device.
  • the edge areas of the bridging device serve as a seal against water and are enclosed by a downwardly canted section of the upper part of the anchoring devices.
  • the lower parts of the anchoring devices are screwed to the respective structural part and are surrounded by the floor covering.
  • the floor covering In order to remove the bridging device from an already installed joint bridging device without removing the floor covering, the floor covering must, due to the downwardly canted section of the upper part, disadvantageously be applied in such a way that a gap is created between the upper part of the anchoring device and the floor covering, so that the The upper part does not come into contact with the floor covering.
  • the formation of a gap leads to an unwanted accumulation of moisture and dirt in the same.
  • An expansion joint bridging device in which a tongue-shaped bridging element engages a fork-shaped bridging element, the bridging unit formed in this way being fastened on both opposite sides by means of a round web in a correspondingly complementary bearing groove of the respective anchoring unit, without an articulated connection so that the previously known device is only suitable for compensating for horizontal movements of the structural parts defining the joint, but not for compensating for vertical movements, as is the case with the present invention due to the articulated connection between bridging unit and anchoring units, in particular their upper part.
  • the upper parts of the anchoring units are simply plugged onto the lower parts, with all holding forces being generated solely by frictional forces or clamping forces.
  • the EP 2 053 172 A1 discloses a joint bridging device for bridging an expansion joint with a coating of a stainless steel, brass or bronze foil or stainless steel, brass or bronze plating.
  • the aim of the coating is to improve the appearance and improve the durability of the joint profile surface, while keeping material and production costs low.
  • a joint bridging device which comprises two opposing anchoring units, between which there is a joint, an elastic bridging unit and two cover plates.
  • the elastic bridging unit is inserted into the grooves of the two anchoring units that are firmly anchored to the ground.
  • the elastic bridging unit is then held in its position with the cover plates.
  • the object of the present invention is to develop an alternative joint bridging device which is characterized by a particularly simple possibility of removing the bridging device and which allows two structural parts to move relative to one another.
  • a particular advantage of the device according to the invention is that the height of a contact surface between the upper part of the anchoring device and the floor covering is a maximum of 8 mm, preferably a maximum of 6 mm, more preferably a maximum of 4 mm.
  • each lower part of the anchoring unit thus preferably has an L-shape in such a way that the upper part is inserted into the L, the leg of which runs perpendicular to the floor covering is formed by the separating web.
  • the respective upper part has a thickness measured perpendicular to the plane of this floor covering, which is at least 50% of the total thickness of the anchoring unit, i.e. the distance between the underside of the lower part facing the respective component and the upper side of the respective upper part, which forms an upper side of the joint bridging device.
  • an uppermost horizontal tangential plane on the lower part is preferably in a section of the same outside of the separating web, ie on that of the joint facing side of the separating web, located lower than the upper end face of the separating web.
  • the aforementioned tangential plane in the section of the lower part facing the joint essentially corresponds to the contact surface of the lower part defined above.
  • the dismantling direction of the upper parts of the anchoring device is preferably perpendicular to a contact surface of the lower parts of the anchoring device. It is also preferred that the bridging device can be dismantled or assembled together, ie coherently, with the two upper parts of the anchoring units coupled therewith.
  • the area adjacent to the upper part of the anchoring device is preferably not completely filled with the floor covering, but is closed by means of an elastic joint material.
  • the thickness of the layer only has to correspond to the distance described above (if it is present at all) between the surface of the floor covering and the end face of the separating web.
  • the end face of the separating web extends as far as a surface of the upper part of the anchoring device.
  • This embodiment has the advantage that it is ensured that the upper part of the anchoring device is completely separated from the floor covering by the separating web of the lower part. This means that no elastic joint material is required to close the surfaces adjoining the separating web. The adjacent area can be completely filled with the floor covering. The upper parts of the anchoring devices and the bridging device can thus be exchanged particularly easily - without removing the floor covering - in the event of signs of wear or changed requirements for the joint bridging device.
  • the end face of the separating web directed away from the lower part is designed to be consistently flat. This means that the end face does not have any steps, waves, recesses, notches or the like, but rather runs in a straight line and in particular parallel to a support surface of the lower part of the anchoring device. In this way, the separating web can best meet its task of forming a shielding or separation from the floor covering that facilitates the detachment of the upper part from the lower part.
  • the upper part of the anchoring device does not extend further away from the joint than up to a side surface of the separating web of the lower part facing away from the joint.
  • Such an embodiment has the advantage that the upper part of the anchoring device does not come into contact with the floor covering beyond the contact area described above. This means that the upper parts with the bridging device attached to them can be removed particularly easily without having to keep a gap between the upper part and the floor covering free.
  • the bridging device can be designed, for example, as an elastic plastic element (in particular rubber or other elastomers). If the structural parts move relative to one another, the deformability of the plastic element ensures that the joint is bridged without cracking despite the movement. With regard to the mechanical strength of the joint bridging device, however, it can alternatively be advantageous if the bridging device is not formed by an elastic bridging member, but by a plurality of rigid bridging members (made of metal or plastic, in particular those with fiber reinforcement) that are movable relative to one another Changes in the position of the structural parts relative to one another can be compensated for by at least one relative movement of adjacent bridging elements to one another.
  • an elastic plastic element in particular rubber or other elastomers
  • the bridging device is formed by two, telescopically interlocking, metallic bridging members which compensate for the relative movements of the structural parts to one another and withstand higher loads due to their material properties. This means that the joint bridging device can also be driven over by heavy vehicles, for example.
  • both upper parts and the bridging device connected to them can be removed together from the lower parts in an essentially non-destructive manner when the lower parts of the anchoring device are installed.
  • the fact that the upper parts can be removed from the lower parts in a non-destructive manner means that, in the event of a defect or wear and tear of an upper part or the bridging device, corresponding new parts can be used particularly easily without also having to replace the lower part. This leads in particular to a reduced amount of work and material.
  • the joint bridging device has at least one connecting element, preferably a plurality of these, by means of which the upper part of the anchoring device can be anchored to the lower part of the anchoring device.
  • the upper part has to be positively connected to the lower part of the anchoring device that is screwed or mortared to the respective structural parts.
  • the connecting elements which can each be designed in the form of a screw and (rectangular) nut, are inserted into the upper or lower part for this purpose, with screws passing through the upper part of the anchoring device being connected to nuts stored in the lower part.
  • the lower part of the anchoring device has a preferably undercut groove, a cross section of the groove preferably being T-shaped.
  • a groove is desirable insofar as this creates a receptacle for the nut of the at least one connecting element, which is positively connected to the lower part, whereby transverse forces that are introduced into the upper parts and / or the bridging device from the outside into the Lower parts can be removed.
  • the groove is preferably T-shaped in its cross section, so that the upper part can be coupled to the lower part by forming a corresponding cross section.
  • a width of a nut of a connecting element is smaller than a length of the nut of the connecting element, the width of the nut being smaller than a minimum width of the groove of the lower part of the anchoring device and the length of the connecting element being greater than the minimum width the groove of the lower part of the anchoring device.
  • the above aspect ratio enables the nut to be simply inserted into the groove of the lower part in a first orientation.
  • the length of the nut which is increased compared to the minimum width of the groove of the lower part, ensures that the nut, which is preferably designed essentially as a rectangular nut, cannot be rotated in the groove without a stop when connected to a screw. Rather, the nut blocks in a second orientation in the groove of the lower part and thus prevents further turning, so that a non-positive connection between the upper and lower part of the anchoring device can be achieved as the screw continues to be screwed in. It is preferably provided that two edges of the nut which are arranged diagonally to one another are rounded.
  • Such a configuration is particularly well suited for connecting the upper parts to the lower parts of the anchoring device.
  • the formation of the rounded edges has the effect that the nut can be tilted in the groove of the lower part of the anchoring device when the same is rotated. To do this, the nut must be turned in such a way that the rounded edges point in the direction of the opposite side surfaces of the groove of the lower part. Because of the increased length of the nut in relation to the maximum width of the groove, the nut eventually tilts in the groove. As a result, it is no longer necessary to hold the nut manually, for example when using a freely rotatable nut.
  • Figure 1 shows a vertical section through a joint bridging device 1 according to the invention, which on two not in the Figure 1 Structural parts shown can be anchored.
  • the joint bridging device 1 is rail-like and comprises two mirror-inverted, elongated anchoring devices 2, each extending parallel to a joint 4, as well as a bridging device 3.
  • the anchoring devices 2 each comprise an upper part 7 and a lower part 8, the upper part 7 being shaped with the lower part 8 - and is positively connected.
  • the two lower parts 8 of the anchoring devices 2 are attached to the structural parts separated from one another by the joint 4.
  • the one spanning fugue 4 Bridging device 3 has two bridging members 5, 6, which interlock telescopically in the form of a tongue and groove connection.
  • the first bridging member 5 of the bridging device 3 is I-shaped in cross section and is anchored with the curved end 9 in an articulated manner in an adapted curved groove 10 of the upper part 7 of the first anchoring device 2.
  • the groove 10 of the upper part 7 is formed by an outer cylindrical and an inner cylindrical wall section.
  • the upper part 7 has a groove in the outer cylindrical section into which a sealing cord 11 is inserted.
  • the straight end 12 of the I-shaped bridging member 5 acts as a spring 16 and engages telescopically in a correspondingly formed groove 13 of the second bridging member 6.
  • the first bridging member 5 On a side surface facing away from the joint 4, the first bridging member 5 also has a groove provided with a sealing cord 11, which prevents moisture or dirt from entering the groove 13 of the second bridging member 6.
  • the groove 13 of the second bridging member 6 is delimited by two legs 14 which taper in cross section. Analogously to the first bridging member 5, the curved end 15 of the second bridging member 6 facing away from the joint 4 is anchored in an articulated manner in a corresponding groove 10 of the upper part of the second anchoring device 2.
  • the lower parts 8 of the anchoring devices 2 are designed in the form of a T-slot rail 17.
  • the bottom surface of the T-slot rail is extended on one side.
  • the extension 18 of the T-slot rail 17 is provided with holes and elongated holes, which in connection with mi Figure 2 be described to connect the joint bridging device 1 by means of screws with the structural parts.
  • the T-slot rail 17 has, on the side surface facing away from the joint 4, as an extension of the same, a separating web 19 which protrudes over the surface of the T-slot rail 17 facing the joint 4.
  • the section of the upper part 7 of the anchoring devices 2 facing the structural parts is T-shaped as a counterpart to the lower part and can thus be inserted positively into an adapted groove 20 of the lower part 8.
  • the undercut lower portion 21 of the groove 20 is not filled by the upper part and remains for the use of nuts 31, which in connection with Figure 3 can be described freely.
  • the upper part 7 On the side facing the joint 4, the upper part 7 is provided with the groove 10 described at the beginning in order to hold the respective bridging member 5, 6.
  • the cross-sectional shape of the upper part 7 is adapted to the shape of the lower part 8 on the side facing away from the joint 4.
  • An upper, horizontal web 23 of the upper part 7 rests on an end face 24 of the separating web 19.
  • the upper part 7 is provided with bores 25 at regular intervals.
  • screws 26 are passed through the bores 25 of the upper parts 7 and screwed with nuts 31 on the underside.
  • a screw 26 and nut 31 each form a connecting element 22 in pairs.
  • the space above a plane defined by the extended floor area of the lower part 8 is filled with a floor covering, for example screed or floor slabs. Due to the design of the separating web 19, a contact surface 27 between the floor covering and the upper part 7 is approx. 3 mm in the present case.
  • the area immediately adjacent to the contact surface 27 is not closed with the floor covering, but by means of an elastic joint material, which can be cut through relatively easily, e.g. using a cutter knife, and then removed again. to expose the contact surface 27.
  • All components of the joint bridging device 1 (apart from the sealing cords) consist of extruded aluminum, but can in principle also be made of steel or other metals. Alternatively, plastic materials, in particular those with fiber reinforcement, are also conceivable.
  • the Figure 2 shows the joint bridging device 1 according to the invention Figure 1 in a three-dimensional view.
  • the bores 28 and elongated holes 29 of the lower parts 8 of the anchoring devices 2 can be clearly seen.
  • the fastening means such as screws
  • the upper parts 7 are non-positively connected to the lower parts 8 by means of screws 26 and nuts 31 located in the groove 20.
  • FIG. 3 essentially corresponds to Figure 1
  • a screw 26 the upper part 7 of the anchoring device 2, the nut 31 and the lower part 8 of the anchoring device 2 are shown spaced apart in the manner of an exploded view in order to give a better overview of the individual components.
  • the width 32 of the nut 31 is smaller than the minimum width B min of the groove 20 of the lower part 8.
  • the length 33 of the nut 31, on the other hand, is larger than the maximum width B max of the groove 20 of the lower part 8 and the other than the minimum width B min . Furthermore, diagonal edges of the nut 31 are rounded.
  • the screw 26 is turned.
  • the nut 31 lying in the groove 20 is also moved in a first step and then tilts as soon as the non-rounded edges come into contact with the walls of the groove 20.
  • the nuts 31 do not have to be pushed laterally over long distances into the groove 20 before the installation of the lower parts 8 and brought as precisely as possible to the position of the respective bore 25 of the upper part 7.
  • Figure 4 shows a further joint bridging device 1 according to the invention, in which the again flat and continuously straight end face 24 of the separating webs 19 extends as far as the surface 34 of the upper parts 7 of the anchoring devices 2.
  • the upper parts 7 of the anchoring devices 2 are thus completely separated from the floor covering by the separating webs 19.
  • a configuration of the separating webs 19 is special advantageous because the above components can thus be removed without removing or damaging the floor covering.
  • the end face 24 of the separating webs 19 is visible in this embodiment, so that material differences between the upper parts 7 and the lower parts 8 would be noticeable, which is the case with the embodiment according to FIGS Figures 1 to 3 is not the case.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Floor Finish (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (11)

  1. Dispositif de recouvrement de joint (1) comportant
    - deux dispositifs d'ancrage (2) au moyen desquels le dispositif de recouvrement de joint (1) peut être ancré au niveau de deux pièces d'ouvrage de construction séparées l'un de l'autre par un joint (4) et
    - un dispositif de recouvrement (3) qui est connecté par ses côtés longitudinaux opposés respectivement à un des dispositifs d'ancrage (2), les changements de position des pièces d'ouvrage de construction étant compensables les unes par rapport aux autres par un changement de forme du dispositif de recouvrement (3),
    les dispositifs d'ancrage (2) étant composés respectivement d'une pièce inférieure (8) pouvant être ancrée avec la pièce d'ouvrage de construction respective et d'une pièce supérieure (7) connectée à la pièce inférieure (8) en transmettant de la force au moyen d'une pluralité de vis (26) et qui est connectée au dispositif de recouvrement (3), la pièce supérieure (7), en état monté de la pièce inférieure (8), pouvant être éloignée du moins sensiblement sans problème de cette dernière, une traverse de séparation (19) de la pièce inférieure (8) s'étendant sur une face détournée du joint (4) de la pièce supérieure (7) près de celle-ci en direction d'une surface d'un revêtement de sol se raccordant au dispositif de recouvrement de joint (1), une distance (27) entre une surface avant (24) tournée vers la surface du revêtement de sol de la traverse de séparation (19) et la surface du revêtement de sol s'élevant au maximum à 8 mm, de préférence au maximum à 6 mm, plus préférentiellement au maximum à 4 mm, la pièce supérieure (7) et la pièce inférieure (8) s'appuyant l'une contre l'autre au niveau de surfaces de contact (KO, KU) opposées, de sorte que, en cours de fonctionnement du dispositif de recouvrement de joint (1), des forces à appliquer dirigées perpendiculairement à la surface du revêtement de sol sont transmissibles et les surfaces de contact (KO, KU) présentant une distance (A) par rapport à la surface du revêtement de sol supérieure à celle de la surface avant (24) de la traverse de séparation (19), caractérisé en ce que le dispositif de recouvrement (3) réalisé de manière articulée est connecté à la pièce supérieure (7), et que le dispositif de recouvrement (3) est constitué par une pluralité d'éléments de recouvrement rigides (5, 6) qui sont mobiles les uns par rapport aux autres, les changements de longueur des pièces d'ouvrage de construction les unes par rapport aux autres étant compensables par au moins un mouvement relatif d'éléments de recouvrement voisins (5, 6) les uns par rapport aux autres.
  2. Dispositif de recouvrement de joint selon la revendication 1, caractérisé en ce que la surface avant (24) de la traverse de séparation (19) s'étend jusqu'à une surface de la pièce supérieure (7) du dispositif d'ancrage (2).
  3. Dispositif de recouvrement de joint selon la revendication 1 ou 2, caractérisé en ce que la surface avant (24) de la traverse de séparation (19) a une conformation plane en continu.
  4. Dispositif de recouvrement de joint selon la revendication 1 ou 3, caractérisé en ce que la pièce supérieure (7) du dispositif d'ancrage (2) ne s'étend pas plus loin que jusqu'à une des surfaces latérales détournées du joint (4) de la pièce inférieure (8), de préférence une des surfaces latérales détournées du joint (4) de la traverse de séparation (19) du dispositif d'ancrage.
  5. Dispositif de recouvrement de joint selon des revendications 1 à 4, caractérisé en ce que le dispositif de recouvrement (3) présente au moins deux éléments de recouvrement (5, 6) qui sont mobiles l'un par rapport à l'autre, les changements de position des pièces d'ouvrage de construction les unes par rapport aux autres étant compensables par au moins un mouvement relatif d'éléments de recouvrement voisins (5, 6).
  6. Dispositif de recouvrement de joint selon des revendications 1 à 5, caractérisé en ce que les deux pièces supérieures (7) et le dispositif de recouvrement (3) qui leur est connecté peuvent être enlevés ensemble sensiblement sans problème des pièces inférieures (8), à l'état monté des pièces inférieures (8) des dispositifs d'ancrage (2).
  7. Dispositif de recouvrement de joint selon des revendications 1 à 6, caractérisé par au moins un élément de connexion en deux pièces (22) au moyen duquel la pièce supérieure (7) du dispositif d'ancrage (2) peut être ancrée au niveau de la pièce inférieure (8) du dispositif d'ancrage (2), l'au moins un élément de connexion (22) consistant respectivement de préférence en une vis (26) et en un écrou (31) qui lui est relié.
  8. Dispositif de recouvrement de joint selon la revendication 7, caractérisé en ce qu'une largeur (32) de l'écrou (31) de l'au moins un élément de connexion (22) est inférieure à une longueur (33) de l'écrou (31) de l'élément de connexion (22), la largeur (31) de l'écrou (31) de l'élément de connexion (22) étant inférieure à une largeur minimale (Bmin) d'une rainure de la pièce inférieure (8) du dispositif d'ancrage (2), la longueur (33) de l'écrou (31) de l'élément de connexion (22) étant supérieure à la largeur minimale (Bmin) de la rainure de la pièce inférieure (8) du dispositif d'ancrage (2) et la longueur (33) de l'écrou (31) de l'élément de connexion (22) étant de préférence supérieure à une largeur maximale (Bmax) de la rainure de la pièce inférieure (8) du dispositif d'ancrage (2).
  9. Dispositif de recouvrement de joint selon la revendication 7 ou 8, caractérisé en ce que deux bords disposés diagonalement l'un par rapport à l'autre de l'écrou (31) de l'au moins un élément de connexion (22) sont arrondis.
  10. Dispositif de recouvrement de joint selon des revendications 1 à 8, caractérisé en ce que la pièce inférieure (8) du dispositif d'ancrage (2) présente une rainure (20), une section transversale de la rainure (20) étant de préférence en forme de T.
  11. Dispositif de recouvrement de joint selon des revendications 1 à 10, caractérisé en ce que les éléments de recouvrement (5, 6) sont composés de métal ou de matière plastique, de préférence de matière plastique renforcée aux fibres.
EP20150437.0A 2019-01-14 2020-01-07 Dispositif de recouvrement de joint de dilatation Active EP3680419B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL20150437T PL3680419T3 (pl) 2019-01-14 2020-01-07 Urządzenie do przekrywania szczelin

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202019100160 2019-01-14
DE202019100165.8U DE202019100165U1 (de) 2019-01-14 2019-01-14 Fugenüberbrückungsvorrichtung

Publications (2)

Publication Number Publication Date
EP3680419A1 EP3680419A1 (fr) 2020-07-15
EP3680419B1 true EP3680419B1 (fr) 2021-04-21

Family

ID=69143426

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20150437.0A Active EP3680419B1 (fr) 2019-01-14 2020-01-07 Dispositif de recouvrement de joint de dilatation

Country Status (4)

Country Link
US (1) US11021869B2 (fr)
EP (1) EP3680419B1 (fr)
ES (1) ES2877370T3 (fr)
PL (1) PL3680419T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114991421B (zh) * 2022-06-28 2023-12-08 合肥玖福半导体技术有限公司 应用于无尘室支撑腿承重的下过桥

Family Cites Families (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3263386A (en) * 1963-07-01 1966-08-02 Kimmel Irvine Weather tight and pressure proof panel structures
US3375763A (en) * 1965-02-15 1968-04-02 Gen Tire & Rubber Co Elastomeric expansion joint
CH488880A (de) * 1967-04-25 1970-04-15 Schulte Stemmerk Kg Abdichtung für Dehnungsfugen
BE759639A (fr) * 1969-12-20 1971-04-30 Stog Kg Ind & Rohrleitung Garniture de joint pour raccord de ponts, routes, etc...
US4022538A (en) * 1972-06-20 1977-05-10 Watson-Bowman Associates, Inc. Expansion joint seal
DD98130A6 (fr) * 1972-07-19 1973-06-12
DE2549041A1 (de) * 1975-11-03 1977-05-05 Schulte Stemmerk Kg Abdichtung fuer dehnungsfugen
US4358217A (en) * 1979-03-05 1982-11-09 Stone Walter E Highway traffic lane and road edge reflectors
US4332504A (en) * 1979-11-05 1982-06-01 Motonosuke Arai Expansion joints for roads
DE3015011C2 (de) 1980-04-18 1984-03-01 Donau-Eisen Stahlbau Gmbh, 8070 Ingolstadt Vorrichtung zum Überbrücken einer Dehnungsfuge
US4674252A (en) * 1986-02-21 1987-06-23 Mm Systems Corporation Gland and mount system and components thereof
DE3622253A1 (de) * 1986-07-02 1988-01-21 Hartkorn Alfred Fugenueberbrueckungskonstruktion fuer bauwerke
DE3811082C1 (fr) 1988-03-31 1989-12-28 Migua Hammerschmidt Gmbh, 5603 Wuelfrath, De
DE3828980A1 (de) 1988-08-26 1990-03-01 Hammerschmidt & Co Migua Vorrichtung zur ueberbrueckung von dehn- und bewegungsfugen
JPH0363341A (ja) * 1989-07-31 1991-03-19 Toshiichi Daimatsu 伸縮継手における取付ヒンジの構造
CA2095701C (fr) 1992-07-24 1995-06-06 John D. Nicholas Systeme d'assemblage architectural a plaque couvre-joint cintree
DE4303369C1 (de) 1993-02-05 1994-03-31 Deflex Bautentechnik Gmbh Vorrichtung zum Überbrücken einer Dehnfuge
DE19503314C1 (de) * 1995-02-02 1996-06-20 Sekurit Saint Gobain Deutsch Für die Klebemontage vorgerüstete Glasscheibe, insbesondere Autoglasscheibe
US5799456A (en) * 1997-06-02 1998-09-01 Construction Specialties, Inc. Expansion joint cover installation
DE10146492B4 (de) * 2001-08-31 2006-07-13 Rubner, Günter Verbindungselement für Profile
DE10208359A1 (de) 2002-02-27 2003-09-11 Migua Fugensysteme Gmbh & Co K Dichtungsvorrichtung für eine Bewegungsfuge
DE102007051426A1 (de) * 2007-10-25 2009-04-30 Migua Fugensysteme Gmbh & Co. Kg Beschichtung von Oberflächen einer Vorrichtung zur Überbrückung einer Dehnfuge mit Edelstahl
DE102008061612A1 (de) * 2008-12-11 2010-06-17 Jörg PAETROW Flächenverkleidungssystem
AT508847B1 (de) * 2009-09-30 2012-07-15 Reisner & Wolff Engineering Gmbh Vorrichtung zur überbrückung einer dehnfuge
DE102011008898A1 (de) * 2011-01-16 2012-07-19 Supernova Lighting Innovation Co. Ltd Modulare LED-Flächenleuchte
ITBO20120508A1 (it) * 2012-09-21 2014-03-22 Joint S R L Giunto di dilatazione per edilizia
PL2989269T3 (pl) * 2013-04-24 2021-05-17 Mxf Holding Gmbh Płyta posadzkowa, zwłaszcza do podłóg
US9909309B1 (en) * 2017-01-09 2018-03-06 Wayne Conklin Glass anchoring system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
PL3680419T3 (pl) 2021-09-20
EP3680419A1 (fr) 2020-07-15
US20200224410A1 (en) 2020-07-16
ES2877370T3 (es) 2021-11-16
US11021869B2 (en) 2021-06-01

Similar Documents

Publication Publication Date Title
EP2183445B1 (fr) Coffrage de plafond comportant des moyens de support pour panneaux de coffrage
DE2642227B1 (de) Klemmelement
EP2459815A1 (fr) Revêtement composé de panneaux mécaniquement reliables entre eux
WO2014032699A1 (fr) Système de rail
EP1544379B1 (fr) Dispositif de serrage
EP3789550A1 (fr) Dispositif d'encliquetage
DE102009028903A1 (de) Befestigungssystem in einem Luft- und Raumfahrzeug
EP3680419B1 (fr) Dispositif de recouvrement de joint de dilatation
EP2446097A1 (fr) Dispositif de profilé pour plancher
DE10208359A1 (de) Dichtungsvorrichtung für eine Bewegungsfuge
AT13864U1 (de) Tragvorrichtung für eine Betonschalung
WO2019025114A1 (fr) Dispositif de raclage de bande transporteuse
DE202019100165U1 (de) Fugenüberbrückungsvorrichtung
EP0539672A1 (fr) Ferrure pour fixation dans une rainure d'un profilé rétréci des deux côtés
DE102005031153A1 (de) Deckenschalungssystem
WO2010086318A1 (fr) Ensemble ferrure pour coupole lumineuse
EP3842373A1 (fr) Système de rail d'ascenseur permettant un montage facile
EP1602836B1 (fr) Nervure raidisseuse pour bois massif
EP3141660B1 (fr) Dispositif de coupole destine a relier deux elements de pont
EP3399102B1 (fr) Dispositif de lame d'aiguillage doté du dispositif de réglage et procédé de fabrication d'un dispositif de lame d'aiguillage doté du dispositif de réglage, en particulier pour aiguilles de rails encastrés
DE19734647B4 (de) Beschlagteil an einem Flügel oder einem festen Rahmen eines Fensters, einer Tür od. dgl.
EP3643837B1 (fr) Dispositif de séparation d'une zone partielle d'une surface de circulation
EP0104533B1 (fr) Dispositif de connexion de préférence détachable pour éléments de construction
DE102006057377B4 (de) Verbindungsvorrichtung für einen Aufsatzrolladenkasten
DE202015104298U1 (de) Verbindungselement

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

AK Designated contracting states

Kind code of ref document: A1

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

AX Request for extension of the european patent

Extension state: BA ME

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: 20200728

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20201015

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

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

RBV Designated contracting states (corrected)

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

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

INTG Intention to grant announced

Effective date: 20210216

RIN1 Information on inventor provided before grant (corrected)

Inventor name: SCHAUB-MANTHEI, MARKUS

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502020000029

Country of ref document: DE

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1384788

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210515

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

REG Reference to a national code

Ref country code: FI

Ref legal event code: FGE

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

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

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: 20210421

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: 20210421

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: 20210721

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2877370

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20211116

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: 20210722

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: 20210821

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: 20210823

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: 20210421

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: 20210421

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: 20210721

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502020000029

Country of ref document: DE

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

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: 20210421

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: 20210421

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: 20210421

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: 20210421

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

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502020000029

Country of ref document: DE

Representative=s name: BAUER WAGNER PELLENGAHR SROKA PATENT- & RECHTS, DE

26N No opposition filed

Effective date: 20220124

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: 20210821

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: 20210421

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: 20210421

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: 20220107

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

Effective date: 20230520

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

Ref country code: RO

Payment date: 20231220

Year of fee payment: 5

Ref country code: FI

Payment date: 20231228

Year of fee payment: 5

Ref country code: CZ

Payment date: 20231219

Year of fee payment: 5

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

Ref country code: PL

Payment date: 20231214

Year of fee payment: 5

Ref country code: NL

Payment date: 20240125

Year of fee payment: 5

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

Ref country code: LU

Payment date: 20240125

Year of fee payment: 5

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

Ref country code: ES

Payment date: 20240209

Year of fee payment: 5

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: 20210421

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: 20210421

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

Ref country code: DE

Payment date: 20240131

Year of fee payment: 5

Ref country code: GB

Payment date: 20240123

Year of fee payment: 5

Ref country code: CH

Payment date: 20240202

Year of fee payment: 5

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: 20200107

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

Ref country code: TR

Payment date: 20240105

Year of fee payment: 5

Ref country code: SE

Payment date: 20240125

Year of fee payment: 5

Ref country code: IT

Payment date: 20240123

Year of fee payment: 5

Ref country code: FR

Payment date: 20240125

Year of fee payment: 5

Ref country code: BE

Payment date: 20240125

Year of fee payment: 5

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: 20210421