EP2754766B1 - Dispositif permettant de relier, avec transmission de forces, une première partie porteuse d'un bâtiment à une seconde partie portée du bâtiment - Google Patents

Dispositif permettant de relier, avec transmission de forces, une première partie porteuse d'un bâtiment à une seconde partie portée du bâtiment Download PDF

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Publication number
EP2754766B1
EP2754766B1 EP14151127.9A EP14151127A EP2754766B1 EP 2754766 B1 EP2754766 B1 EP 2754766B1 EP 14151127 A EP14151127 A EP 14151127A EP 2754766 B1 EP2754766 B1 EP 2754766B1
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EP
European Patent Office
Prior art keywords
sleeve
building part
support element
force
supported
Prior art date
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Application number
EP14151127.9A
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German (de)
English (en)
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EP2754766A1 (fr
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.)
Schoeck Bauteile GmbH
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Schoeck Bauteile GmbH
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Publication date
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Priority to PL14151127T priority Critical patent/PL2754766T3/pl
Publication of EP2754766A1 publication Critical patent/EP2754766A1/fr
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Publication of EP2754766B1 publication Critical patent/EP2754766B1/fr
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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
    • E04B1/38—Connections for building structures in general
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete
    • 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
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B2001/8254—Soundproof supporting of building elements, e.g. stairs, floor slabs or beams, on a structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02—Stairways; Layouts thereof
    • E04F2011/0203—Miscellaneous features of stairways not otherwise provided for
    • E04F2011/0205—Stairways characterised by the use of specific materials for the supporting structure of the treads
    • E04F2011/021—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of stone or stone like materials, e.g. concrete; mainly of glass
    • E04F2011/0212—Stairways characterised by the use of specific materials for the supporting structure of the treads mainly of stone or stone like materials, e.g. concrete; mainly of glass mainly of concrete

Definitions

  • the invention relates to a device for force-transmitting connecting a first supporting part of the building, in particular a building wall, with a second supported part of the building, in particular a staircase part, at least comprising in the installed state between the first part of the building and the second part of the building in the horizontal direction by a between the first and the second part of the building left gap extending support member and a reinforcing element for anchoring the support member in the second supported building part, wherein the reinforcing element extends in the installed state, starting from the force-introducing side of the support member on both sides of the support member in an area on the force side facing the support member, said the reinforcing element in the installed state arranged on the force-introducing side of the support member spaced from the joint facing the front edge of the second supported building part is.
  • connection devices are used in particular wherever forces have to be transmitted between two level-identical building parts, and in particular transverse forces and bending moments acting on the support element.
  • mandrel systems perform such tasks especially when the distance between the parts of the building to be connected is not very large and thus the lever arm of the bending moment acting on the support element is not very large.
  • this Dorn systems are used, which have the advantage of being able to transfer high lateral forces due to their solid material and also be independent in terms of their installation orientation, as well as a twisted about the longitudinal axis of the support member installation of the mandrel has no effect on the size of the power transmission surface ,
  • the carrier element In the case of a connection of a staircase part to a building wall, the carrier element must transmit the weight of the staircase part to the building wall, which leads to particularly high loads in the region of the front edge of the supported building part.
  • the reinforcing element is provided extending from the force-introducing side on the opposite side facing away from the force of the support member and thus ensures a better anchoring of the support element in the second carried part of the building.
  • the reinforcing element is wrapped around the force-introducing side of the support member, extending on both sides of the support member in an area on the force side facing the support member and extends from there further into the second part of the building.
  • the reinforcing element acts on the region of the front edge of the second supported building part above the carrier element, since there - as stated above - the forces exerted by the carrier element on the second building part are very large.
  • placing metal reinforcing elements close to the edge means that, for reasons of corrosion protection, they must be made of stainless steel if they fall below the required concrete cover. This makes the entire connecting device more expensive than conventional variants in which the reinforcing element consists of reinforcing steel.
  • the present invention has the object to provide a device for force-transmitting connection of the type mentioned above, which is characterized by lower production costs on the one hand and better performance on the other.
  • the spacing of the reinforcing element from the front edge of the second building part means that as a material for the reinforcing element instead of stainless steel now steel or reinforcing steel can be used, which is indeed more susceptible to corrosion, but because of caused by the buffer element distance from the joint and thus sufficient compliance with the required minimum concrete cover. This avoids the use of the very expensive stainless steel making the system unattractive.
  • a buffer element is arranged between the front edge of the second building part and the reinforcement element on the force-introducing side of the support element. Accordingly, this distance range should not just be filled with the material of the second supported building part, which can quickly lead to spalling of the concrete material due to the high loads on the leading edge, which in turn destroys or reduces the required minimum concrete coverage and thus the corrosion protection for the reinforcing element picks.
  • a buffer element is arranged which has the task not to pass on the forces acting on the force-introducing side of the support element on the front edge of the supported building part 1: 1 Overlying material of the second part of the building, but in a reduced, ie buffered extent. This gives you a slowly rising, progressive stiffness by the support element is comparatively soft and at the beginning, so at the front edge of the second building part can yield slightly in the direction of the buffer element and then along its length in the second supported building part in the course of the bond length is getting stiffer.
  • spacers differ, however, on the one hand in terms of the function of the buffer element according to the invention, since the spacer brackets have the task to participate on the one hand on the power transmission between the support member and part of the building and on the other hand pretend as centering the mutual relative position of the support element and reinforcing bars; On the other hand, also makes the material of the spacer bracket clear that they have nothing in common with the buffer element according to the invention: To increase the power transmission, the centering even have a larger cross-section than the reinforcing bars and consist - as is required for this near-joint edge region for corrosion protection reasons - made of stainless steel , In contrast, the buffer element according to the invention is intended to pass the forces acting not directly, but only buffered to the material of the building part.
  • FR 2 818 675 A1 discloses the features of the preamble of claim 1.
  • the device also has a sleeve associated with the second supported building part, that the sleeve receives the support element and is intended to extending horizontally into the second supported building part starting from the joint facing the front edge of the second supported building part.
  • the support element is arranged in particular with the interposition of a sleeve in the second part of the building, if this second part of the building consists of a finished part, that is pre-produced in particular in a precast plant and on the site mounted and must be stored on the first supporting part of the building.
  • the carrier element As far as the carrier element, the force-introducing side of the carrier element and the like is referred to above, it is within the scope of the invention that the protection of the present invention also extends to those types in which the carrier element with the interposition of the sleeve in the second building part is arranged.
  • the reinforcing element and the buffer element on the one hand act directly on the carrier element, but on the other hand also the sleeve which surrounds the carrier element.
  • the support member is slidably disposed in the longitudinal direction in the sleeve, which is particularly necessary during assembly, but also has the effect that the support member can follow relative movements between the two parts of the building in the longitudinal direction of the support element force ,
  • the buffer element consists of a material with reduced stiffness relative to concrete and / or steel, in particular of a plastic, rubber, foam or elastomer material. This ensures that the buffer element can take over the desired functions that a concrete present at this point, that is, in particular a material of the second carried Building part, or provided at this point rebar (such as in the prior art of FR-A 2 804 703 ) just could not take over.
  • the distance (a) of the reinforcing element from the leading edge of the second building part and / or the sleeve be at least 10 mm.
  • the buffer element has a length measured in the longitudinal direction of the carrier element of at least 10 mm and / or has a height (b) measured orthogonal to the longitudinal direction of the carrier element of at least 0.5 mm and / or orthogonal to the longitudinal direction of the sleeve measured width (c), which corresponds substantially to the width of the carrier element and / or the sleeve in the region of the connection position of the buffer element.
  • the buffer element should be made thinner than the diameter of the reinforcing bar so that the reinforcing bar on the side lying adjacent to the buffer element still forms sufficient positive engagement with the surrounding concrete material.
  • the buffer element in order to fulfill the function of the buffer element, it is usually sufficient for the buffer element to have a height of 0.5 mm.
  • the reinforcing element is at least indirectly frictionally, frictionally and / or positively fixed to the support element and / or on the sleeve. This is intended to ensure that the reinforcing element can activate the areas of the second supported building part that are acted upon by it and thus can transmit the corresponding forces from the carrier element and / or the sleeve.
  • the buffer element on the carrier element and / or the sleeve is at least indirectly fixed force, friction and / or positive fit, in particular by a latching, Klips- or adhesive bond.
  • the reinforcing element can either act directly on the carrier element and / or the sleeve and thus extend in particular along the upper edge of the carrier element and / or the sleeve; but it is also possible that the reinforcing element is arranged with the interposition of a Druckumlenkelements on the support element and / or on the sleeve, which may consist of metal. Since the connection position of the reinforcing element in the longitudinal direction of the support element is behind the buffer element, and the Druckumlenkelement has the required minimum concrete coverage, therefore, must not have their own corrosion protection and can therefore cost of a black steel, in particular in an execution as a forged part.
  • this pressure deflecting element makes it possible to provide optimum contact between the reinforcing element and the carrier element / sleeve. Since the reinforcing element in the region of support element / sleeve must be partially angled and / or bent loop-shaped, it may not always be adapted in shape to any form of support element / sleeve. Against this background, it makes sense to provide the pressure deflection element so that it can be adapted on its outer side to the shape and the course of the reinforcing element and adapted on its inner side to the outer shape of the carrier element or the sleeve.
  • This pressure deflection element must be sufficiently pressure-stable in order to transmit the forces directly between the carrier element, if appropriate via the sleeve wall, to the pressure deflection element and from there into the reinforcing element.
  • the reinforcing element is - as it is already known in the art - bow-shaped with a central loop portion which acts on the force-introducing side of the support member and / or the sleeve, and with two leg portions which in the installed state each side of the Carrier element and / or the sleeve extend into an area on the force side facing away from the support member and / or the sleeve and there continue to run away from the joint in the second supported building part.
  • the sleeve may expediently consist of plastic and, for anchoring to the second component, have projections which are surrounded by the material of the second supported part of the building and ensure mutual anchoring.
  • the sleeve may have at its front edge a circumferential collar, which may be used, for example, for fixing the sleeve to the component formwork of the second supported building part, so that when casting the material of the second building part, the sleeve remains in the correct position.
  • the shape and especially the cross section of the sleeve and also of the support element for the present invention is rather subordinate; For the reasons mentioned above, it is recommended, depending on the application and load case, above all, profiled beam or mandrel systems with a rectangular or round cross-section.
  • FIG. 1 a connecting device 1 according to the invention is indicated, which is arranged in a second supported building part 2 and serves to extend into a first supporting building part 3, which in FIG. 1 consists of a building wall, however, which is indicated only schematically by the reference numeral 3.
  • the staircase part according to FIG. 1 consists of a staircase a spiral staircase which is made of concrete and is superimposed on various structural measures, such as at the top of the staircase in the area 4.
  • One of these measures consists in the connecting device 1 according to the invention, in detail in the Figures 2 . 3 . 4 . 5a and 5b is shown.
  • FIGS. 2 and 3 show the connecting device 1 with the schematically indicated, surrounding building part 2, which is referred to above as a second supported building part.
  • the connecting device 1 consists in particular of a carrier element 5 which extends in the longitudinal direction x, starting from the first supporting building part 3 into the second building part 2.
  • FIG. 2 and 3 is the opposite of the second building part 2 projecting part 5.3 of the support element in solid lines and the second part of the building 2 extending part 5.2 of the support member 5 shown in dashed lines.
  • FIG. 2 shows under the opposite to the second building part 2 protruding part 5.3 of the support member 5, a power distribution plate 16 and a footfall sounding 17, which serves to be arranged in the first supporting part of the building 3 and to dampen (kick-sound) vibrations between the two parts of the building.
  • the carrier element 5 consists of a hollow profile with a rectangular cross-section and cooperates with a reinforcing element 6, which is formed like a loop and this extends with its loop capacity central portion 6a on the force introducing in the example shown top 5a of the support member 5 and the reinforcing element legs 6b, 6c on both sides side of the support member 5 in a region on the force side facing away from the support element, ie extends below the support member in the illustrated embodiment.
  • both reinforcing element legs are bent and run parallel to the longitudinal extent of the support element in the associated building part in order to achieve an improvement in the anchoring of the connecting device in the building part.
  • the reinforcing element 6 is arranged with its loop-shaped central portion 6a on the carrier element 5 or on its upper side 5a so that it has a distance a in the longitudinal direction x of the carrier element, which is at least 10 mm and thus corresponds to the prescribed minimum concrete cover to use as a material for the reinforcing element 6 instead of stainless steel reinforcing steel can.
  • the distance between the reinforcing element 6 and the front edge 2a of the building part is bridged by a buffer element 7 which is arranged on the upper side 5a of the carrier element 5, bridges the entire distance a and has a width c which corresponds to the width of the carrier element 5.
  • the buffer element - as in particular from the sectional views in the FIGS. 5a and 5b can be seen - significantly flatter than the diameter of the reinforcing element, which inter alia a positive anchoring of the reinforcing element 6 in the building part 2 is ensured.
  • the buffer element 7 is expediently made of a material which has a reduced stiffness relative to concrete. Suitable material for this example is elastomer.
  • the present invention offers the advantage of providing a connection device with improved performance characteristics, which still manages with reduced material costs due to the availability of reinforcing steel.
  • the buffer element in this case ensures a reduction of the rigidity at the front edge of the building part, which is very heavily loaded by the support element. This reduced stiffness prevents flaking in the area of the front edge of the corresponding building part and progressively increases the rigidity over the bond length of the support element.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (14)

  1. Dispositif (1) pour relier avec transmission de forces une première partie porteuse (3) d'un bâtiment, en particulier une cloison de bâtiment (3), à une deuxième partie portée (2) du bâtiment, en particulier une partie formant escalier (2), comprenant au moins un élément porteur (5), qui dans l'état installé s'étend en direction horizontale entre la première partie de bâtiment et la deuxième partie de bâtiment par un joint de séparation laissé libre entre la première et la deuxième partie de bâtiment, et un élément d'armature (6) pour l'ancrage de l'élément porteur dans la deuxième partie portée (2) de bâtiment, sachant que dans l'état installé, l'élément d'armature (6) s'étend, en partant du côté d'introduction des forces de l'élément porteur, de part et d'autre sur les côtés de l'élément porteur dans une région sur le côté (5b) opposé aux forces de l'élément porteur (5), sachant que dans l'état installé, l'élément d'armature (6) est disposé sur le côté (5a) d'introduction des forces de l'élément porteur (5) à distance du bord avant (2a), tourné vers le joint de séparation, de la deuxième partie portée (2) de bâtiment,
    caractérisé en ce qu'un élément tampon (7) est disposé dans la deuxième partie portée (2) de bâtiment entre le bord avant (2a) de la deuxième partie portée (2) de bâtiment et l'élément d'armature,
    sachant que l'élément tampon (7) est constitué d'un matériau d'une rigidité réduit par rapport au béton.
  2. Dispositif selon la revendication 1, caractérisé en ce que le dispositif (1) présente en outre un manchon associé à la deuxième partie portée (2) de bâtiment, et en ce que le manchon reçoit l'élément porteur (5) et est prévu pour s'étendre, en partant du bord avant (2a), tourné vers le joint de séparation, de la deuxième partie portée (2) de bâtiment, horizontalement dans la deuxième partie portée de bâtiment.
  3. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que l'élément tampon (7) est constitué d'un matériau plastique, caoutchouteux, alvéolaire ou élastomère.
  4. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que la distance (a) entre l'élément d'armature et le bord avant de la deuxième partie (2) de bâtiment et/ou le manchon est égale à au moins 10 mm.
  5. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que l'élément tampon (7) présente une longueur, mesurée dans la direction longitudinale (x) de l'élément porteur (5), d'au moins 10 mm, et/ou une hauteur (b), mesurée orthogonalement à la direction longitudinale de l'élément porteur, d'au moins 0,5 mm, et/ou une largeur (c), mesurée orthogonalement à la direction longitudinale du manchon, qui correspond pour l'essentiel à la largeur de l'élément porteur (5) et/ou du manchon dans la région de la position de rattachement de l'élément tampon (7).
  6. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que l'élément d'armature (6) est fixé en position sur l'élément porteur (5) et/ou le manchon au moins indirectement par blocage, par friction et/ou par engagement positif.
  7. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que l'élément tampon (7) est fixé en position sur l'élément porteur (5) et/ou le manchon au moins indirectement par blocage, par friction et/ou par engagement positif, en particulier par une liaison par enclenchement, par clipsage ou par collage.
  8. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que l'élément d'armature (6) est disposé sur l'élément porteur et/ou sur le manchon avec intercalation d'un élément de déviation de pression.
  9. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que l'élément de déviation de pression est constitué de métal.
  10. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que l'élément d'armature (6) est réalisé en forme d'étrier avec une partie centrale de boucle (6a), qui sollicite le côté (5a) d'introduction des forces de l'élément porteur (5) et/ou du manchon, et avec deux parties de branches (6b, 6c) qui, dans l'état installé, s'étendent respectivement sur les côtés de l'élément porteur (5) et/ou du manchon dans une région sur le côté (5b) opposé aux forces de l'élément porteur (5) et/ou du manchon, et de là s'étendent plus loin en éloignement du joint de séparation dans la deuxième partie portée (2) de bâtiment.
  11. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que le manchon est constitué de plastique et présente des saillies pour l'ancrage dans la deuxième partie portée de bâtiment.
  12. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que le manchon présente un collet entourant sur son bord avant.
  13. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que le manchon présente, orthogonalement à son étendue longitudinale, une section rectangulaire ou ronde.
  14. Dispositif selon au moins une des revendications précédentes, caractérisé en ce que l'élément porteur (5) est réalisé sous forme de profilé creux et présente, orthogonalement à son étendue longitudinale, une section rectangulaire ou ronde.
EP14151127.9A 2013-01-14 2014-01-14 Dispositif permettant de relier, avec transmission de forces, une première partie porteuse d'un bâtiment à une seconde partie portée du bâtiment Active EP2754766B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL14151127T PL2754766T3 (pl) 2013-01-14 2014-01-14 Urządzenie do przenoszącego siły połączenia pierwszej, wspierającej części budynku z drugą, wspieraną częścią budynku

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102013100356.7A DE102013100356A1 (de) 2013-01-14 2013-01-14 Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil

Publications (2)

Publication Number Publication Date
EP2754766A1 EP2754766A1 (fr) 2014-07-16
EP2754766B1 true EP2754766B1 (fr) 2019-06-26

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EP14151127.9A Active EP2754766B1 (fr) 2013-01-14 2014-01-14 Dispositif permettant de relier, avec transmission de forces, une première partie porteuse d'un bâtiment à une seconde partie portée du bâtiment

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EP (1) EP2754766B1 (fr)
DE (1) DE102013100356A1 (fr)
HU (1) HUE044774T2 (fr)
PL (1) PL2754766T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3960944A1 (fr) 2020-08-28 2022-03-02 H-Bau Technik GmbH Dispositif de liaison par force transversale d'un premier composant en béton à un second composant

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CH710401A2 (de) * 2014-11-21 2016-05-31 Pakon Ag Vorrichtung zur Querkraftverbindung und Verwendungen davon.
DE102021100348A1 (de) 2021-01-12 2022-07-14 Schöck Bauteile GmbH Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil

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US4162596A (en) * 1977-09-08 1979-07-31 Damman Bernard A Anchor bolt assembly
DE29504707U1 (de) * 1995-03-24 1995-05-04 Schöck Bauteile GmbH, 76534 Baden-Baden Fugenplatte
DE19602306B4 (de) * 1996-01-23 2004-02-19 Schöck Entwicklungsgesellschaft mbH Tragvorrichtung
EP1072729B1 (fr) * 1999-07-27 2004-06-09 Nivo AG Pièce de construction comme élément de connection entre deux parties de bâtiment
FR2804703B1 (fr) * 2000-02-04 2002-11-08 Plakabeton Coffratec S C A Procede de construction en beton arme a rupture thermique integree et construction ainsi obtenue
DE10063747A1 (de) * 2000-12-21 2002-06-27 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE20316774U1 (de) * 2003-10-30 2004-02-12 Schöck Entwicklungsgesellschaft mbH Bauelement zur insbesondere nachträglichen beabstandeten Befestigung von Bauteilen an Gebäudeteilen
EP2080841B1 (fr) * 2008-01-18 2015-01-28 SPAETER Zug AG Elément de pose de dalles en console
NO333354B1 (no) * 2010-12-21 2013-05-13 Svein Berg Holding As Anordning ved et sammenforingssystem for bygningselementer.

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3960944A1 (fr) 2020-08-28 2022-03-02 H-Bau Technik GmbH Dispositif de liaison par force transversale d'un premier composant en béton à un second composant
DE102020005274A1 (de) 2020-08-28 2022-03-03 H-Bau Technik Gmbh Vorrichtung zur Querkraftverbindung eines ersten Bauteils aus Beton mit einem zweiten Bauteil

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Publication number Publication date
PL2754766T3 (pl) 2019-11-29
DE102013100356A1 (de) 2014-07-17
HUE044774T2 (hu) 2019-11-28
EP2754766A1 (fr) 2014-07-16

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