WO2018141475A1 - Système de recouvrement de joints - Google Patents

Système de recouvrement de joints Download PDF

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Publication number
WO2018141475A1
WO2018141475A1 PCT/EP2018/000038 EP2018000038W WO2018141475A1 WO 2018141475 A1 WO2018141475 A1 WO 2018141475A1 EP 2018000038 W EP2018000038 W EP 2018000038W WO 2018141475 A1 WO2018141475 A1 WO 2018141475A1
Authority
WO
WIPO (PCT)
Prior art keywords
profiles
anchoring
joint
rungs
side profiles
Prior art date
Application number
PCT/EP2018/000038
Other languages
German (de)
English (en)
Inventor
Stephan Sinz
Stefan Hunke
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
Application filed by Migua Fugensysteme Gmbh filed Critical Migua Fugensysteme Gmbh
Publication of WO2018141475A1 publication Critical patent/WO2018141475A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
    • E04F15/14—Construction of joints, e.g. dividing strips
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • 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
    • E04B1/681—Sealings of joints, e.g. expansion joints for free moving parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/072—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
    • E04F13/076—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections

Definitions

  • the present application relates to a joint bridging device for
  • At least one cover which runs parallel to the side profiles and cooperates with the side profiles such that the covering covers the joint
  • anchoring profile in each case being connected in a force-transmitting manner to both side profiles
  • cover means is connected to a plurality of the anchoring profiles, whereby at least one indirect force transmitting connection between the
  • Anchoring profiles are rotated with respect to longitudinal axes of the side profiles, wherein each of the anchoring profiles has at least two hinge devices and each one hinge means of an anchoring profile is assigned to one of the side profiles, wherein by means of the hinge means a respective anchoring profile relative to the
  • the application relates to a method for assembling such
  • the covering device can in particular be coupled to the side profiles exclusively by means of the connection described with the anchoring profiles. A beyond this connection between the covering and the side profiles is not necessary in such a configuration. This is particularly advantageous if the joint bridging device is to be used as an earthquake profile.
  • the rotations of the longitudinal axes of the anchoring profiles relative to the longitudinal axes of the side profiles is typically in relation to an axis of rotation which extends perpendicular to a surface of the cover device. That is, the anchoring profiles, typically independent of their rotational position relative to the side profiles, are all in a common plane that is parallel to the surface of the cover.
  • the "oblique" arrangement of the anchoring profiles relative to the side profiles serves to ensure that the anchoring profiles to a certain extent have a reserve of length, so that they can accommodate a movement of adjacent to the joint building parts to each other.This is particularly advantageous if the joint bridging device as an earthquake profile should be used.
  • Covering device is oriented.
  • Joint profile devices of the type described in the introduction are already known in the prior art. They typically serve as a so-called seismic profile, which is capable of receiving relative movements between adjacent building parts separated by a joint. In other words, these joint profile devices are not dependent on a fixed distance between the building parts, but can react to a relative movement of the building parts to each other. Thus, these Fugenprofilein therapiesen remain intact in the event of an earthquake on the respective building and often take no damage.
  • the International Patent Application WO 2015/120993 A1 discloses a joint profile device of the type described in the introduction.
  • the side profiles shown there serve to delimit a respective floor covering against the joint, for which purpose the
  • Document associated with a plurality of anchoring profiles, wherein by effect a spring is given a possibility for relative movement between the covering device and the anchoring profile. This ensures that, in the event of an earthquake, the covering device can to a certain extent carry out a compensation movement which prevents damage to the joint profile device as a whole. Furthermore, the anchoring profiles are installed at an angle, so that they can accommodate a widening of the bridged joint.
  • DE 10 2009 052 460 A1 discloses a covering device for bridging a joint between two structural parts of a bridge, which on the one hand has a
  • Covering device comprises a covering element in the form of a tear sheet, which has a width which exceeds a maximum width of the joint.
  • the tear plate is arranged on two located at one end of the joint support plates, each support plate is in turn positioned on four sliding cam, which lie on both sides of the joint on the building.
  • Joint bridging device of the type described above according to the invention achieved in that the covering of a plurality of elongated rungs and at least one cover plate is formed.
  • the rungs each extend between the side profiles and thus effectively bridge the gap.
  • a plurality of pairs of rungs, each formed by two adjacent rungs have a free space between the associated rungs.
  • This free space extends in a direction parallel to the longitudinal axis of the joint or the side profiles, wherein advantageously the rungs are oriented perpendicular to the longitudinal axis. It is therefore understood that the rungs form only a dissolved, in particular ladder-shaped, structure, which does not completely close the joint. This makes it possible to use said free spaces in the course of assembly of the cover by an access to a bottom of the cover, in particular access to the
  • the covering device For completely closing or covering the joint, the covering device has said cover plate, which is placed on a side facing away from the joint top of the rungs and at least with a plurality of the rungs, preferably with all the rungs, in force transmitting manner is connected. It is understood that advantageously the cover plate is only installed when the rest of the cover device is completely assembled. This may be, for example, to connect at least a plurality of rungs in force transmitting manner each an anchoring profile.
  • the covering device furthermore has at least two elongated edge profiles which run along mutually opposite edges of the cover plate and are each assigned to one of the side profiles. If the edge profiles lie directly against the cover plate, the edge profiles can be regarded as a kind of extension of the cover plate, which
  • the rungs may be in particular elongate flat steels which extend from one side profile to the other side profile.
  • the cover plate may have various shapes, with usually a thin metallic plate (eg aluminum composite plate) or a plastic plate is suitable. However, it is also conceivable to carry out in the sense of an adaptation of the covering device to the adjacent floor of the building parts, the cover plate in a particular design or a specific material. The essential function of the cover plate is to cover the joint, so that between the rungs extending free spaces are covered.
  • the joint bridging device according to the invention has many advantages. On the one hand, it is obvious from the above description that the installation of the joint bridging device according to the invention is considerably easier than in the prior art.
  • the cover can be successively mounted in parts, wherein the ultimately the joint covering element is initially retained in the form of the cover, while using the described spaces between the rungs, the connection of the cover with the
  • Anchoring profiles can be made completely easily. The free space forming clear distance between juxtaposed rungs
  • the covering device is connected at least to a plurality of the anchoring profiles in each case by means of a connecting means.
  • This connecting means can be embodied in particular in the form of a bolt, which is guided through a corresponding recess of a rung through into a corresponding receptacle on the respective reinforcing profile. It is important that the respective connecting means engages with the associated anchoring profile, so that an axis of rotation of the anchoring profile coincides in the course of a movement of the building parts relative to each other with a longitudinal axis of the connecting means. In other words, it is advantageous if the anchoring profiles about the longitudinal axis of the
  • the central positioning of the connecting means is advantageous in that the covering device can be centered on the joint bridging device as a whole by means of the connecting means.
  • Connecting means also advantageously cooperate in each case with a spring, by means of which the cover and a respective reinforcing profile can be clamped together.
  • the spring represents insofar as it were a flexible fixation of the cover to the reinforcing profiles, which is a relative movement of the both parts allowed each other in the event of a force. This would not be the case in the case of a rigid connection, for example by means of a screw connection.
  • the spring thus makes it possible, for example, in the case of an earthquake, for the covering device to be pushed away from the respective reinforcing profile. As a result, an uncontrolled weakening or breaking of the covering device in the event of exposure to an earthquake is avoided and also prevents damage to the covering device.
  • a “spring” is understood to be any type of elastic force transmission means., Not only are conventional springs suitable as “springs” within the meaning of the present application, but also, for example, elastically formed plastic elements which are elastically compressible, snap rings and the like more. Crucial here is only the spring action of the particular agent used.
  • connections between the rungs and the anchoring profiles is made.
  • the cover plate of the covering device as such is then not involved in this connection.
  • the cover plate is placed on the rungs only after the connection of the respective rungs with the associated reinforcing profiles, so that the connecting means are optically covered.
  • This procedure is also of particular advantage insofar as with the cover of the joint by means of the cover plate easy access to the joint itself is prevented by the spaces between the rungs through. Consequently, it makes sense to connect the cover with the
  • Joint bridging device the rungs and the cover plate basically one maintain the same structure.
  • a plurality of edge profiles are used, each extending only in sections along an associated side profile.
  • Each edge profile acts advantageously together with at least two rungs.
  • the edge profiles are also advantageous insofar as they somehow loose a link between the individual, in itself
  • the sprouts are detached from each other due to their distance from each other, so they would have to be placed individually on the side profiles and mounted on these without the use of the described edge profiles.
  • the edge profiles make it possible to couple the rungs already apart from each assembly site of the joint bridging means together and finally hang as a whole (without the cover plate) on the joint.
  • the rungs are already in a fixed position, so that the connection of the same can be started with the respective associated reinforcement profiles.
  • the cover plate which in turn is installed later, can then be connected in a particularly simple manner directly to the rungs, for example by means of a bond.
  • Bonding has the advantage that the construction below the cover plate is invisible. Furthermore, the attachment of the cover plate by means of bonding as such is also not visible, which has a visually positive effect. It is thus possible the
  • joint bridging device optically adapted to the adjacent floor covering in such a way that the joint bridging device is very inconspicuous and can only be perceived on closer inspection. This is desired in numerous applications.
  • the joint bridging device according to the invention is then also advantageous if at least one of the anchoring profiles has at its opposite ends in each case a coupling element by means of which the anchoring profile can be connected in force-transmitting manner to the side profiles.
  • This connection is preferably carried out by means of a positive connection, which is formed between the side profiles and the coupling elements.
  • a respective coupling element comprises two action sections, wherein the first action section is adapted to engage with a side profile, while in the second action section the hinge device is arranged. In this way, the functions "attachment” and “hinge device” on the coupling element are equalized.
  • the joint device in the form of a fork is formed on a respective coupling element, which has two opposing flanges, which together define a gap between them.
  • This space is advantageously dimensioned so that it is suitable for receiving an end portion of a respective central element of an anchoring profile. Said end portion can enter accordingly in said space and there by means of a
  • rotationally symmetrical connecting means in particular by means of a bolt, are fastened, wherein a rotatability of the central element is maintained relative to the hinge means about the longitudinal axis of the connecting means.
  • Engagement portion which is C-shaped, wherein two arcuate flanges of the same diameter partially surround a circular gap.
  • Such engagement portion may be to form a positive connection with a
  • the side profiles are each in force with one of the structural parts
  • the anchoring profiles are connected to the side profiles.
  • At least the rungs of the cover are placed at least indirectly on the side profiles, wherein at least between a plurality
  • At least a majority of the sprouts is each with a
  • the cover plate is connected to the rest of the cover, so that the covering finally finally covers the joint.
  • the said process steps need not necessarily be carried out in the order presented here.
  • two different variants are conceivable.
  • the former includes a connection of the anchoring profiles with the side profiles before the cover is placed on the joint.
  • the sprouts after placing the covering in the form of sprouts, that is, first without the cover plate, the sprouts, or at least a part thereof, are connected to respectively associated anchoring profiles.
  • the free space extending between adjacent rungs can thus be used to connect at least some of the rungs, preferably all rungs, with associated anchoring profiles. Due to the free space, it is possible that it can be used by the same in the joint area - ie in an area below the rungs, which the
  • Step greatly facilitates the connection between rungs and anchoring profiles.
  • Installed cover in which this is preferably placed on the rungs and connected to these.
  • the second variant is designed so that the individual rungs already in advance of the launch of the covering on the joint or the side profiles with the anchoring profiles or at least a part thereof (in particular a
  • the anchoring profiles must be placed before placing the cover (without the cover plate) on the joint in a rotational position in which they do not collide with the side profiles. Consequently, the anchoring profiles can be inserted in the said rotational position in the joint between the building parts.
  • Anchoring profiles is installed, the anchoring profiles can each be attached to the Side profiles are connected.
  • the side profiles are already equipped with coupling elements and the anchoring profiles only need to be connected to the coupling elements.
  • Mounting step are the between each adjacent rungs extending spaces according to the invention of particular advantage.
  • the cover plate can be placed and connected in force transmitting manner with the rest of the cover.
  • Fig. 2 A detail of the joint profile device according to Figure 1, and
  • Fig. 3 to 6 Individual steps of a method according to the invention for mounting the joint profile device according to the invention.
  • FIGS. 1 and 2 is a joint profile device 1 according to the invention and in FIGS. 3 to 6 an assembly of these
  • Joint profile device 1 describes comprises two structural parts 3, which are decoupled from each other by means of a joint 2. This gap 2 is by means of the invention
  • Jumper bridging device 1 bridged, wherein the building parts 3 are each connected to a side profile 4 in force transmitting manner.
  • the side profiles 4 are each formed here by extruded aluminum profiles, which by means of bolt-shaped
  • Connecting means 25 are bolted to the building parts 3, respectively. Furthermore, the joint bridging device 1 has a covering device 5, which is formed here by a total of three sub-elements. These are initially edge profiles 18, which produce a direct contact of the cover 5 with the side profiles 4. Furthermore, the cover 5 includes a plurality of rungs 12 and a
  • Both the rungs 12 and the cover plate 13 extend from one side of the joint 2 to the other side, wherein respective lateral edges of the rungs 12 and the cover plate 13 each cooperate with one of the edge profiles 18.
  • both the rungs and the cover plate 13 are indirectly connected to the side profiles 4 and lie on these.
  • a plurality of anchoring profiles 6. These each have a longitudinal axis 9, which are rotated relative to the longitudinal axes 10 of the side profiles 4. This is necessary because a length 7 of the anchoring profiles 6 exceeds a width 8 of the joint 2.
  • the hinge devices 11 are each on
  • Coupling elements 19 are formed, by means of which the anchoring profiles 6 to the
  • Coupling elements C-shaped This applies analogously to the complementary groove of the engaging portion 30 of the respective associated side profile 4.
  • the groove on the side profile 4 is compared to the corresponding springs of the coupling elements 19 carried out enlarged such that a rotation of the coupling elements 19 parallel to the longitudinal axis 10 of the side profiles 4 Axis is possible at least within a certain margin. In this way, the possibility is created that the coupling elements 19 can accommodate a certain relative movement of the two structural parts 3 to each other in a direction perpendicular to the joint.
  • the hinge devices 11 are formed on the coupling elements 19 by means of a pin-shaped connecting means 22.
  • a respective pin-shaped connecting means 22 For this purpose, a respective
  • Coupling element 19 opposing flanges 20, between which there is a free space. In this space is a corresponding end portion of a Middle element 21 of the anchoring profile 6 introduced, wherein both the flanges 20 and the central element 21 have corresponding openings.
  • Connecting means 22 is guided through these openings, so that it is the respective
  • Coupling element 19 and the respective central part 21 positively connects with each other.
  • the connecting means 22 is designed rotationally symmetrical. This ensures that the middle part 21 of the anchoring profile 6 and the respectively associated
  • Coupling element 19 about an axis of rotation 23 of the connecting means 22 are rotatable relative to each other.
  • Anchoring profiles 6, are connected to the cover 5 by means of a connecting means 14.
  • This connecting means 14 in the example shown by a
  • Connecting means 14 are guided from an upper side of the respective rung 12 through an associated opening 31 of the rung.
  • the force-transmitting connection between the rung 12 and the anchoring profile 6 takes place by means of a "flexible fixation.”
  • This is produced by means of a spring 17.
  • the connection means 14 cooperates with a nut 32, which forms an abutment for the spring 17
  • the spring 17 bears against an underside of the anchoring profile 6.
  • An adjustment of the nut 32 makes it possible to adjust a spring force which is to be held in the spring unit 17. It is understood that the rung 12 and the anchoring profile 6 are connected to each other "stiffer", the stronger the spring 17 is biased.
  • the spring 17 allows a movement of the cover 5 relative to the anchoring profile 6 in a direction parallel to a longitudinal axis 16 of the
  • the covering device 5 is centered overall by means of the connecting means 14 on the joint 2, so that the covering device 5 is always arranged centrally relative to the joint 2. It is also important that the connecting means 14 penetrates the respective associated anchoring profile 6 in the center, since in this way a rotation of the anchoring profile 6 relative to the building parts 3 has no influence on a movement of the connecting means 14 and consequently the cover 5.
  • the connecting means 14 is arranged such that an axis of rotation 15 of the
  • Anchoring profile with the longitudinal axis 16 of the connecting means 14 coincides.
  • the rungs 12 of the cover 5 are connected at their two ends in each case by means of connecting means 27 with the respectively associated edge profiles 18.
  • the connecting means 27 are designed in the example shown in the form of screws.
  • the cover plate 13 is in turn connected by means of an adhesive layer 28 with the rungs 12. Overall, therefore, the edge strips 18, the rungs 12 and the cover 13, the cover 5.
  • the edge strips 18 advantageously have a matched to the side profiles 4 geometry so that the most flush possible transition from an adjacent surface 33 is given to the joint bridging device 1.
  • a sealing element 26 is arranged in the example shown, by means of which the edge profile 18 and the side profile 4 are sealed against each other.
  • the multi-part design of the covering device 5 according to the invention allows a particularly easy assembly of the joint bridging device 1 according to the invention. This results particularly well with reference to the individually shown in Figures 3 to 6
  • the side profiles 4 are each connected to the associated building parts 3. Then, in the example shown, a plurality of anchoring profiles 6 are arranged on the side profiles 4. For this purpose, the anchoring profiles 6 by means of their coupling elements 19 in a direction parallel to the longitudinal axes 10 of the side profiles 4 on the respective
  • the anchoring profiles 6 are then in a position rotated with their longitudinal axis 9 relative to the longitudinal axis 10 of the side profiles 4. It is clearly visible that the length 7 of the anchoring profiles 6 exceeds the width 8 of the gap 2 to be bridged.
  • FIG. 5 shows particularly well that a free space 24 remains between the rungs 12 in each case. It is this clearance 24 which makes possible the particularly easy assembly of the joint bridging device as a whole - and in particular the covering device 5.
  • Connecting means 14 to connect from an upper side of the joint bridging means 1 with the anchoring profiles 6 by a sense can be gripped through the spaces 24 therethrough. This is just not possible with covering devices according to the prior art, since there the respective associated joint is completely covered by means of the covering device. Therefore, in the prior art in any case, the joint must be made accessible from a lateral edge, in which the respective
  • Jumper bridging device 1 bridged and in particular by means of

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)

Abstract

La présente invention concerne un système de recouvrement de joints (1) comprenant deux profilés latéraux allongés (4) qui sont chacun reliés à un élément de construction (3) de manière à transmettre une force, au moins un dispositif de recouvrement (5) qui s'étend parallèlement aux profilés latéraux (4) et recouvre le joint (2), et plusieurs profilés d'ancrage (6). Un profilé d'ancrage (6) est relié respectivement aux deux profilés latéraux (4) de manière à transmettre une force, le dispositif de recouvrement (5) est relié à plusieurs des profilés d'ancrage (6), de sorte qu'une liaison transmettant la force est créée entre le dispositif de recouvrement (5) et les profilés latéraux (4), la longueur (7) de chacun des profilés d'ancrage (6) dépasse la largeur (8) du joint (2), les axes longitudinaux (9) des profilés d'ancrage (6) sont pivotés par rapport aux axes longitudinaux (10) des profilés latéraux (4), chacun des profilés d'ancrage (6) présente au moins deux dispositifs d'articulation (11) et un dispositif d'articulation (11) d'un profilé d'ancrage (6) est associé respectivement à un des profilés latéraux (4), et les dispositifs d'articulation (11) permettent un pivotement d'un profilé d'ancrage concerné (6) par rapport aux profilés latéraux (4). L'invention vise à proposer un système de recouvrement de joints et un procédé de montage dudit système simplifiés par rapport à l'état de la technique. À cet effet, le dispositif de recouvrement (5) comporte une pluralité de barreaux allongés (12) et au moins une plaque de recouvrement (13), les barreaux (12) s'étendent respectivement entre les profilés latéraux (4), au moins plusieurs paires de barreaux chacune formée de deux barreaux voisins (12) délimitent un espace libre (24) entre leurs barreaux (12), la plaque de recouvrement (13) porte au moins indirectement respectivement sur une face supérieure d'au moins plusieurs des barreaux (12) opposée au joint (2) et est reliée à au moins plusieurs des barreaux (12) de manière à transmettre une force, et le dispositif de recouvrement (5) présente au moins deux profilés périphériques allongés (18) qui s'étendent le long des bords opposés de la plaque de recouvrement (13) et sont chacun associés à un des profilés latéraux (4).
PCT/EP2018/000038 2017-01-31 2018-01-29 Système de recouvrement de joints WO2018141475A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102017101833.6 2017-01-31
DE102017101833.6A DE102017101833A1 (de) 2017-01-31 2017-01-31 Fugenüberbrückungseinrichtung

Publications (1)

Publication Number Publication Date
WO2018141475A1 true WO2018141475A1 (fr) 2018-08-09

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Application Number Title Priority Date Filing Date
PCT/EP2018/000038 WO2018141475A1 (fr) 2017-01-31 2018-01-29 Système de recouvrement de joints

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WO (1) WO2018141475A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021102703A1 (de) 2021-02-05 2022-08-11 Mageba Services & Technology Ag Bauwerk
DE102021102710A1 (de) 2021-02-05 2022-08-11 Mageba Services & Technology Ag Bauwerk
CN115110584A (zh) * 2022-08-10 2022-09-27 中水淮河规划设计研究有限公司 一种沉降缝用对撑传力器

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5461838A (en) * 1994-08-25 1995-10-31 Heller; Paul S. Fire barrier
DE102009052460A1 (de) 2009-11-09 2011-05-12 Kreitz, Brigitte Abdeckvorrichtung
EP2703560A2 (fr) * 2012-08-28 2014-03-05 MIGUA Fugensysteme GmbH & Co. KG. Profil de joint pour un joint de dilatation
WO2015120993A2 (fr) 2014-01-10 2015-08-20 Seamus Devlin Dispositif de pose à la manière d'un pont d'un joint de dilatation dans le sol d'un bâtiment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5461838A (en) * 1994-08-25 1995-10-31 Heller; Paul S. Fire barrier
DE102009052460A1 (de) 2009-11-09 2011-05-12 Kreitz, Brigitte Abdeckvorrichtung
EP2703560A2 (fr) * 2012-08-28 2014-03-05 MIGUA Fugensysteme GmbH & Co. KG. Profil de joint pour un joint de dilatation
WO2015120993A2 (fr) 2014-01-10 2015-08-20 Seamus Devlin Dispositif de pose à la manière d'un pont d'un joint de dilatation dans le sol d'un bâtiment

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Publication number Publication date
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