EP3017123B1 - Procédé de réalisation d'une pièce de construction en béton, élément de construction préfabriqué d'une pièce de construction en béton, et pièce de construction en béton - Google Patents

Procédé de réalisation d'une pièce de construction en béton, élément de construction préfabriqué d'une pièce de construction en béton, et pièce de construction en béton Download PDF

Info

Publication number
EP3017123B1
EP3017123B1 EP14734108.5A EP14734108A EP3017123B1 EP 3017123 B1 EP3017123 B1 EP 3017123B1 EP 14734108 A EP14734108 A EP 14734108A EP 3017123 B1 EP3017123 B1 EP 3017123B1
Authority
EP
European Patent Office
Prior art keywords
concrete
structural element
elements
prefabricated structural
structures
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
EP14734108.5A
Other languages
German (de)
English (en)
Other versions
EP3017123A1 (fr
Inventor
Roland Karle
Hans Kromer
Johann Pfaff
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.)
Groz Beckert KG
Original Assignee
Groz Beckert KG
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 Groz Beckert KG filed Critical Groz Beckert KG
Publication of EP3017123A1 publication Critical patent/EP3017123A1/fr
Application granted granted Critical
Publication of EP3017123B1 publication Critical patent/EP3017123B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • B28B19/003—Machines or methods for applying the material to surfaces to form a permanent layer thereon to insulating material
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • B28B19/0046—Machines or methods for applying the material to surfaces to form a permanent layer thereon to plastics
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/0006—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects the reinforcement consisting of aligned, non-metal reinforcing elements
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/0062—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects forcing the elements into the cast material, e.g. hooks into cast concrete
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/028—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for double - wall articles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material

Definitions

  • the present invention is a method for producing a concrete component, a prefabricated structural element of a concrete component and a corresponding concrete component.
  • Concrete components and their production are known. For quite some time it has been known to provide such concrete components with insulation elements as they are being manufactured.
  • the concrete components are often plate-shaped, so that it often comes to connections between insulation panels and concrete slabs.
  • so-called sandwich panels are produced in which the insulation layer of two concrete layers edged (“sandwiched") is.
  • the US20040065034A1 shows a sandwich element having for this purpose a woven carbon fiber grating connecting the two outer concrete slabs through the insulating layer.
  • the carbon fiber grating is integrated into elongated insulating elements and extends only in a plane which is perpendicular to the surface of the concrete component.
  • the method for producing the sandwich elements is intended to essentially maintain existing production processes in order to be able to manufacture sandwich elements in large numbers in a flexible and cost-effective manner.
  • the US20040206032A1 is a continuation-in-part of US20040065034A1 , In training of US20040065034A1 the focus is in the US20040206032A1 on Possibilities of connecting said concrete components to each other or to parts of buildings.
  • the carbon fiber reinforcing grids used are the same (see corresponding brand name of the grids used) as in US20040065034A1 ,
  • the EP0532140A1 shows sandwich panels, where the two outer concrete slabs are joined by fiber-reinforced plastic parts.
  • the connecting parts are fixed in the formwork to prestressed steel cables.
  • the elongated, mostly in a surface lying connecting parts are integrated in an insulating material.
  • the method of manufacturing the sandwich elements describes separate and independent steps for the introduction of the reinforcements of the concrete slabs and for the introduction of the elongated connecting parts.
  • the DE 100 07 100 B4 is dedicated to this problem. It shows a method in which first a first concrete layer is formed. Elements for connecting the first concrete layer with the second concrete layer to be applied later are applied to this layer. These protrude perpendicular to the second layer. They pierce the insulation layer when it is applied to the first concrete layer. To re-seal the puncture point, it is foamed with PU foam. Finally, the second concrete layer is applied to the insulating layer.
  • the above-mentioned low mass can cause reinforcing material, to which a concrete layer is added, to float, and therefore does not make intimate contact with the concrete matrix.
  • One way out of this problem is to weigh the fragile reinforcing material with stones or metal at its top and to ensure that reinforcing parts remain in the concrete matrix during setting.
  • the reinforcement parts are located too close to the bottom of the formwork (the reinforcement sinks too low due to their weighting), so that the reinforcing elements later show through the finished concrete layer. This is undesirable especially with facade components. Therefore, the spacing is often adjusted by placing reinforcing components on spacers that rest on the bottom of the formwork.
  • the present invention has for its object to propose a manufacturing method for a concrete component, in which the aforementioned disadvantages are reduced.
  • concrete is first given in a preferably flat formwork.
  • a prefabricated component is lowered.
  • This prefabricated component comprises first textile reinforcing elements and first insulation elements.
  • the insulation elements give the reinforcement structures, inter alia, a considerable mass that avoids a complete floating of the same on the concrete.
  • the specific gravity - or its density - much lower than that of concrete, so that the insulation elements can avoid a complete lowering of the reinforcing elements. Therefore, the vertical position of the prefabricated component to the concrete layer is set in a desired manner, so that the aforementioned disadvantages of the prior art are avoided.
  • Another advantage of using the prefabricated component is that the often soft but relatively voluminous insulation material, which at least partially surrounds the brittle reinforcing structure during the entire transport to and storage on the construction site, thus protects or stabilizes it.
  • a sandwich element can be produced in an advantageous manner, although on the side facing away from the first concrete layer side of the prefabricated component another second concrete layer is applied. This is best done while the first concrete layer and the prefabricated structural element are still in the form of a formwork.
  • the application of the second concrete layer is also possible at a later date.
  • the two concrete layers can be of different thickness and even different concrete can be used for their production.
  • the first concrete layer may be thinner than the second.
  • concrete with a finer grain size than for the production of the thicker layer can be used.
  • the thinner layer consists of "exposed concrete”. It is often the attachment shell. Attachment shells are often visible on building fronts.
  • the thicker layer is often the tray.
  • the textile reinforcement structures contain three-dimensional textile lattice structures. Such structures can be prepared prior to the production of the prefabricated component and bring in the desired shape.
  • the lattice structures absorb surface loads well and, if necessary, transfer them into the concrete matrix.
  • a "three-dimensional textile lattice structure" is u.a. if a reinforcing grid made of textile reinforcement material - such as glass fiber or carbon fiber - is shaped so that it leaves the plane.
  • first insulation elements can be introduced into recesses of the first reinforcement elements. This can go so far that a positive connection between these parts comes about.
  • a first reinforcement structure only "loosely surrounds" an insulation element and the projection of the respective reinforcing structure projects beyond the insulation material and is anchored in the concrete matrix after the concrete component has been produced. In the latter case, such a reinforcing element thus simultaneously serves as a connection element in the sense of the present document.
  • the recesses may be U-shaped.
  • areas of or of the insulation element can then be introduced, for example, which are in turn formed plate-shaped.
  • the one or more insulating elements may be formed plate-shaped in their entirety and z. B. present as Styrofoam or foam board. Plate-shaped insulation elements are particularly advantageous if the entire prefabricated component is to assume a plate-like shape. In these cases, the length and width of the device is a multiple of its depth.
  • first thermal insulation elements in viscous form - that is often in the form of foam or a liquid - are introduced into the component.
  • the advantages of foaming or pouring out essential parts of the first reinforcing structure are particularly evident in textile-reinforced concrete, since such reinforcing structures are often more filigree and more fragile than structural steel.
  • Both during pouring or foaming large volume components as well as when using already cured insulation elements it is possible to produce components whose insulation elements have a large density.
  • This tightness increases the insulation capacity of the concrete component.
  • this tightness strengthens the "buoyancy" that the prefabricated component experiences on the first concrete layer and thus counteracts the above-described excessive sinking of the reinforcing structures on.
  • prefabricated components of the type described are advantageous. These components already comprise first textile reinforcement structures and first insulation elements, so that the operations that are necessary for "bringing together" these two elements normally on a construction site (in-situ concrete) or in a concrete plant (precast concrete elements) are omitted at these exposed locations.
  • the prefabricated components can in this case with little concrete or steel be acted upon or they can be designed completely free of concrete or steel, so that their transport weight remains low.
  • textile reinforcement structures are reinforcement structures containing materials of textile construction. These include mineral fibers, of which v.a. Glass, ceramic and basalt fibers belong.
  • group of organic fibers plays a role, which includes carbon fiber materials or carbon fibers, aramid fibers and possibly even polymer fibers such as polypropylene fibers.
  • the former fiberglass materials are often embedded in a plastic matrix in this context to protect the glass from the basic environment of the concrete.
  • fiber meshes are used to form reinforcing meshes that are similar in shape to structural steel meshes.
  • Such grids are produced as a fabric, but preferably as a scrim.
  • thermo insulation elements is based on the understanding of those skilled in the art: this component of the component, which are made of materials that are commonly used for thermal insulation, under “thermal insulation elements” subsumed.
  • Styrofoam or Polyuretanschaum (generic term plastic foam materials) belong in this category.
  • mineral wool materials such as glass and rock wool should be mentioned.
  • materials based on textile waste belong to this category.
  • foam materials such as foam glass are used.
  • connection elements are equipped with connection elements. Connecting elements protrude beyond the first insulation elements, so that they can intervene in their processing into concrete components in a concrete matrix. Suitable connection elements can be well connected with other reinforcement structures. For this purpose, the shape of a connection element can be optimized (eg in such a way that it has a round bar in the Form-fitting encompasses). For optimal embedding in a concrete matrix, certain shapes may be provided, which are mentioned again in the present description.
  • the prefabricated component has a largely plate-like shape, wherein the possibly existing connection elements can reach beyond the plate-like body.
  • the plate-like body may be filled by the first reinforcing elements and the first insulating elements.
  • the first thermal insulation elements form a barrier against the outflow of heat. It is therefore advantageous if the first thermal insulation elements are not penetrated by metals and / or concrete. In particular, in the case of plate-like components, it is advantageous if the first insulation elements define a plane which is not penetrated or penetrated by the abovementioned substances.
  • FIG. 1 shows a lying flat on the floor textile grid 1, on which a spacer 2 is placed.
  • the spacer can be locked to the textile grid 1 with a suitable adhesive.
  • the spacer may be configured as a three-dimensional textile grid structure. In this case, it can be made by bending fabric lattices.
  • two U-shaped grid components 4 and 5 can be formed and assembled into a double-T-shaped structure ( FIG. 10 ).
  • the adhesion between the two grid components 4 and 5 can be brought about by adhesive.
  • the radii the connection between the legs 7 of the spacer 2 and its cross-connection 21 in the figures are shown very small. In general, it will come to significantly larger radii here.
  • FIG. 2 shows the same state of manufacture of the same component 3 from above.
  • the fiber strands of the textile grid 1 have a 90 ° or 180 ° orientation to the edges of the textile grid 1.
  • the orientation of the fiber strands that make up the spacer 2 are rotated by 45 ° with respect to the orientation of the fiber strands of the textile grid 1, which is advantageous.
  • other angles such as 0 ° or 30 ° are possible.
  • FIG. 3 shows a slightly more advanced state of manufacture of the same component 3.
  • the insulation elements 6 have already been inserted into the device. Based on FIGS. 3 and 10 It is also clear that the spacer 2 and its components have several functions:
  • the legs 7 of the spacer 2 surround the ends of the insulation elements 6, which are designed plate-shaped. Thus, the leg 7 define the recesses 8, in which the insulation elements 6 are inserted.
  • the prefabricated component 3 from FIG. 4 contains in addition to the in FIG. 3 These provide for the maintenance of a distance between the insulation elements 6 and the legs 7 of the spacer 2. Also, the spacer element 10 maintains the distance between the textile grid 1 and the insulating member 6 upright. The meaning of this measure is based on the FIG. 7 clear:
  • connection element 19 in the sense of the term formation of the present document.
  • the structure of the prefabricated component 3 from FIG. 5 initially corresponds to the already in relation to FIG. 4 Said, the upper ones Spacers 9 define a slightly greater distance than the corresponding spacers 9 in FIG. 4 , In FIG. 5 However, it is already possible to see another second reinforcing structure 12, which has been additionally installed.
  • this reinforcement structure is made of metal. It can be attached in a conventional way to the prefabricated component which is supplied metal-free in a concrete factory or on a construction site. For this purpose, z. B. steel wire can be used.
  • FIG. 6 shows a formwork 13 with a first layer of concrete 11.
  • a prefabricated component 3 can be lowered. It is advantageous if a prefabricated component 3 with the industry-standard tolerances fits into the form 13 (in this case, it is meant in particular in the l / b plane).
  • FIG. 7 shows a situation in which the prefabricated component FIG. 5 in the form of the FIG. 6 , which was already filled with a first concrete layer 11, was lowered.
  • FIG. 7 also shows that a second concrete layer 14 is already applied to the prefabricated component. This second concrete layer is reinforced by the second reinforcing structure 12. After curing of the concrete layers 11 and 14, a finished concrete component 15 can be removed from the formwork 13.
  • FIG. 8 shows a manufacturing state of another prefabricated component 3, the three-dimensional textile reinforcing structures, which in FIG. 8 show a sinusoidal cross-section.
  • Such reinforcement structures can also be achieved by subjecting textile meshes such as the textile grid 1 to a forming process.
  • insulation elements 6 are brought into a viscous state in conjunction with the first reinforcement elements.
  • the mold layer 16 is shown.
  • Such a layer may, for. B. of sand or a heavy medium.
  • the first reinforcing structures 18 have a sinusoidal cross-section.
  • viscous insulating material 17 is applied, which cures in the course of time to first insulation elements 6.
  • the mold layer 16 can typically be used in the manufacture of a plurality of prefabricated components 3. If the mold layer 16 of a granular or For this purpose, a smoothing of the surface of the mold layer can be made before a new prefabricated component 3 is further refined using the same mold layer. The new prefabricated component 3 is then pressed back into the mold layer 16, so that a part of the connection elements 19 dips into this layer 16 and thus can not be enclosed by viscous insulation material 17.
  • FIG. 9 a prefabricated component 3 is shown, which was manufactured in the manner described.
  • the first thermal insulation elements 6 are already hardened.
  • the first and second concrete layers 11, 14 are already present, so that it is possible to speak of a concrete component-here a "sandwich component".
  • FIGS. 8 and 9 shown horizontal reinforcement member 20, which improves the anchoring of the first reinforcing elements 18 in the second concrete layer 14.
  • insulation elements (6) of prefabricated components (15) are not penetrated by highly heat-conducting materials such as metals or concrete.
  • plate-shaped prefabricated components 3 and concrete components 15 are shown, which in turn contain predominantly plate-shaped isolation elements (6).
  • plate-shaped means that their depth t is significantly less than their length I or width b.
  • the insulation elements define a plane (here in the direction I and B) which is not penetrated by materials which conduct more heat.
  • concrete components 15 have a plurality of lattice-like reinforcement structures (for example made of any desired material) that run in the l- and b-directions.
  • FIG. 11 shows a concrete component 15, the on FIG. 9 based.
  • the cross-sectional areas of the transverse rods 22 are shown, which are received in a form-fitting manner in the first reinforcing structures 18.
  • the transverse rods 22 also improve considerably the anchoring of the first reinforcing structures 18 or of the entire prefabricated structural element 3 in the first concrete layer 11.
  • the cross bars may be made of metal or of a textile reinforcement material.
  • FIG. 12 an embodiment of another component 3 is shown.
  • This device has two relatively thin concrete layers 11 and 14, which are advantageously approximately equally pronounced. Both concrete layers can be made of exposed concrete and so z. B. as screens z. B. serve in garage construction.
  • the first reinforcement structures 18 contain textile reinforcement structures. It has also proven to be advantageous in all embodiments of the invention, including the reinforcements of the concrete layers - so possibly the first 11 and / or the second concrete layer 14 - to be provided with textile reinforcement structures. This can go so far that one or both of these concrete layers 11 and 14 are steel-free. Possibly. then the entire concrete component can be steel-free and thus free of metallic components.

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Manufacturing & Machinery (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Laminated Bodies (AREA)
  • Building Environments (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Panels For Use In Building Construction (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Woven Fabrics (AREA)

Claims (14)

  1. Procédé de réalisation d'une pièce de construction en béton, caractérisé par les étapes de procédé suivantes:
    - réalisation d'un élément de construction préfabriqué (3), qui comprend des premières structures d'armature (18), qui présentent des structures de grille textiles tridimensionnelles, et des premiers éléments d'isolation thermique (6),
    - coulée de béton pour la formation d'une première couche de béton (11) dans un coffrage (13),
    - dépôt du premier élément de construction préfabriqué (3) sur la première couche de béton (11).
  2. Procédé selon la revendication précédente, caractérisé en ce que l'on applique une deuxième couche de béton (14) sur l'élément de construction préfabriqué (3).
  3. Procédé selon la revendication précédente, caractérisé en ce que lors de la réalisation de l'élément de construction préfabriqué (3), on introduit des premiers éléments d'isolation (6) dans des évidements (8) des premières structures d'armature textiles (18), qui entourent celux-ci au moins partiellement.
  4. Procédé selon la revendication précédente, caractérisé en ce que l'on utilise des structures de grille textiles, qui présentent des évidements en forme d'U, dans lesquels on introduit les composants des premiers éléments d'isolation (6), qui sont façonnés en forme de plaques.
  5. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que lors de la réalisation de l'élément de construction préfabriqué (3), on introduit des premiers éléments d'isolation thermique (6) sous forme de liquides ou de mousse dans la région des premières structures d'armature (18).
  6. Procédé selon la revendication précédente, caractérisé en ce que l'élément de construction préfabriqué (3) est équipé d'éléments de raccordement (19)
    - qui (19) sont déjà des composants des premières structures d'armature (18) ou qui sont solidement reliés à celles-ci (18) à l'instant où on introduit un liquide ou une mousse dans la région des premières structures d'armature (18),
    - et qui (19) dépassent au-delà de la région qui est remplie avec la mousse ou le liquide,
    - et qui (19), pendant le durcissement de la mousse ou du liquide, pénètrent dans une couche moulée (16) en matériau souple, pulvérulent et/ou visqueux.
  7. Procédé selon l'une quelconque des revendications précédentes, caractérisé en ce que l'on forme ladite au moins une première couche de béton (11) dans un coffrage (13) et en ce que l'élément de construction préfabriqué (3) s'ajuste dans ce coffrage avec la précision professionnelle usuelle lors du dépôt sur la première couche de béton (11).
  8. Elément de construction préfabriqué d'une pièce de construction en béton, caractérisé par
    - des premières structures d'armature (18), qui présentent des structures de grille textiles tridimensionnelles,
    - des premiers éléments d'isolation thermique (6).
  9. Elément de construction préfabriqué selon la revendication précédente, caractérisé par des éléments de raccordement (19),
    - qui (19) sont des composants des premières structures d'armature (18) ou qui sont solidement reliés à celles-ci (18),
    - qui (19) dépassent au-delà des éléments d'isolation (6),
    - et qui (19) conviennent pour le raccordement à des deuxièmes structures d'armature (12) et/ou pour une incorporation solide dans une matrice de béton.
  10. Elément de construction préfabriqué selon l'une quelconque des revendications précédentes, caractérisé par une configuration approximativement plate, dans laquelle la longueur (1) et la largeur (b) de l'élément de construction valent un multiple de sa profondeur (t).
  11. Elément de construction préfabriqué selon la revendication précédente, caractérisé en ce que les premières structures d'armature (18) et les premiers éléments d'isolation (6) remplissent largement la configuration en forme de plaque de l'élément de construction préfabriqué (3).
  12. Elément de construction selon l'une quelconque des revendications précédentes, caractérisé en ce que les éléments d'isolation (6) définissent un plan, qui n'est pas traversé par des matériaux à haute conductibilité thermique - comme des métaux.
  13. Elément de construction préfabriqué selon l'une quelconque des revendications précédentes, caractérisé en ce que les premiers éléments d'isolation thermique (6) comprennent des substances d'isolation de type alvéolaire.
  14. Pièce de construction en béton, caractérisée par un élément de construction préfabriqué (3) selon l'une quelconque des revendications précédentes 8 à 13.
EP14734108.5A 2013-07-02 2014-06-25 Procédé de réalisation d'une pièce de construction en béton, élément de construction préfabriqué d'une pièce de construction en béton, et pièce de construction en béton Active EP3017123B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102013010989 2013-07-02
DE201310011083 DE102013011083A1 (de) 2013-07-02 2013-07-03 Verfahren zum Herstellen eines Betonbauteils, vorgefertigtes Bauelement eines Betonbauteils sowie Betonbauteil
PCT/EP2014/063448 WO2015000771A1 (fr) 2013-07-02 2014-06-25 Procédé de réalisation d'une pièce de construction en béton, élément de construction préfabriqué d'une pièce de construction en béton, et pièce de construction en béton

Publications (2)

Publication Number Publication Date
EP3017123A1 EP3017123A1 (fr) 2016-05-11
EP3017123B1 true EP3017123B1 (fr) 2017-04-26

Family

ID=52105896

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14734108.5A Active EP3017123B1 (fr) 2013-07-02 2014-06-25 Procédé de réalisation d'une pièce de construction en béton, élément de construction préfabriqué d'une pièce de construction en béton, et pièce de construction en béton

Country Status (13)

Country Link
US (1) US10227777B2 (fr)
EP (1) EP3017123B1 (fr)
JP (1) JP6278981B2 (fr)
KR (1) KR101633301B1 (fr)
CN (1) CN105917057A (fr)
BR (1) BR112015028885A2 (fr)
DE (1) DE102013011083A1 (fr)
DK (1) DK3017123T3 (fr)
ES (1) ES2632251T3 (fr)
PL (1) PL3017123T3 (fr)
PT (1) PT3017123T (fr)
RU (1) RU2629183C2 (fr)
WO (1) WO2015000771A1 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202016103223U1 (de) * 2016-06-17 2016-07-04 Goldbeck Gmbh Flächiges Betonfertigteil zum Bau von Parkhäusern, Verbundbauteil zum Bau von Parkhäusern sowie deren Verwendung
DE102016114927B4 (de) * 2016-08-11 2018-04-12 Groz-Beckert Kommanditgesellschaft Schutzplattenanordnung und Verfahren zur Reparatur einer solchen Schutzplattenanordnung
DE102017124617B4 (de) 2016-10-21 2020-01-09 Hochschule für Technik, Wirtschaft und Kultur Leipzig Mehrschichtiges Bauelement, Verfahren und Verbindungssystem zu seiner Herstellung, Verwendung des Bauelements und Bauwerk
RU2744905C2 (ru) * 2018-12-26 2021-03-17 Федеральное государственное автономное образовательное учреждение высшего образования "Уральский федеральный университет имени первого Президента России Б.Н. Ельцина" Способ повышения надежности и долговечности железобетонных конструкций
DE102019126608B4 (de) * 2019-10-02 2022-12-22 Technische Universität Dresden Stützvorrichtung und Verfahren zur Herstellung einer textilen Querkraftbewehrung und Betonbauteil
JP2023522178A (ja) * 2020-04-10 2023-05-29 オウェンス コーニング インテレクチュアル キャピタル リミテッド ライアビリティ カンパニー 断熱コンクリート製サンドイッチ壁パネル用の不燃性エッジ

Family Cites Families (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IL53573A (en) 1976-12-27 1980-09-16 Maso Therm Corp Composite building panel with reinforced shell
JPS5761013U (fr) 1980-09-26 1982-04-10
US5033248A (en) * 1990-01-05 1991-07-23 Phillips Charles N Reinforced concrete building and method of construction
EP0532140A1 (fr) * 1991-09-13 1993-03-17 Board of Regents of the University of Nebraska Panneaux-sandwich préfabriqués en béton
AT406064B (de) 1993-06-02 2000-02-25 Evg Entwicklung Verwert Ges Bauelement
JPH08151724A (ja) 1994-11-30 1996-06-11 Tatsuo Ono ユニット構造体およびその製造方法
CA2211984C (fr) * 1997-09-12 2002-11-05 Marc-Andre Mathieu Panneau a base de ciment a rebords renforces
CN2338404Y (zh) * 1998-08-03 1999-09-15 赵建国 钢丝网架膨胀珍珠岩复合墙板
US20050284088A1 (en) * 1999-03-31 2005-12-29 Heath Mark D Structural panel and method of fabrication
CN2404947Y (zh) * 1999-12-24 2000-11-08 王茂樑 复合高效珍珠岩保温板
DE10066261B4 (de) 2000-02-16 2006-09-21 Syspro-Gruppe Betonbauteile E.V. Verfahren zur Herstellung eines Wand-/Deckenbauhalbfertigteils
JP4007756B2 (ja) 2000-09-22 2007-11-14 タマホーム 株式会社 コンクリートパネルおよびコンクリートパネル製造方法
RU2190523C1 (ru) * 2001-10-23 2002-10-10 Закрытое акционерное общество "Строительное управление №155" Способ изготовления трехслойной стеновой панели
US7100336B2 (en) * 2002-03-06 2006-09-05 Oldcastle Precast, Inc. Concrete building panel with a low density core and carbon fiber and steel reinforcement
US6898908B2 (en) * 2002-03-06 2005-05-31 Oldcastle Precast, Inc. Insulative concrete building panel with carbon fiber and steel reinforcement
GB0314538D0 (en) * 2003-06-21 2003-07-30 Composhield As Reinforcement assembly for matrix materials
US7354876B2 (en) * 2003-07-09 2008-04-08 Saint-Gobain Technical Fabrics Canada Ltd. Fabric reinforcement and cementitious boards faced with same
JP4418961B2 (ja) 2004-03-30 2010-02-24 忠勝 雨宮 ボイドスラブ
JP2006089994A (ja) 2004-09-22 2006-04-06 Kozo Keikaku Engineering Inc 建造物構造体、それを用いた建造物構造及び建造物の施工方法
CA2598442C (fr) * 2005-02-25 2011-02-08 Nova Chemicals Inc. Panneaux de construction preformes composites
KR100718006B1 (ko) 2006-11-10 2007-05-14 주식회사 부일건화 단열재를 이용한 3차원 입체 지붕재
JP5033248B2 (ja) * 2011-02-17 2012-09-26 株式会社シビル 落石予防施設、落石予防構造及び落石予防工法
CN202148636U (zh) * 2011-07-04 2012-02-22 朱维高 增强型无机纤维复合板
DE102012101498A1 (de) 2012-01-03 2013-07-04 Groz-Beckert Kg Bauelement und Verfahren zur Herstellung eines Bauelements

Non-Patent Citations (1)

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

Also Published As

Publication number Publication date
US20160130812A1 (en) 2016-05-12
KR20160011676A (ko) 2016-02-01
PL3017123T3 (pl) 2017-09-29
CN105917057A (zh) 2016-08-31
JP2017507259A (ja) 2017-03-16
JP6278981B2 (ja) 2018-02-14
RU2629183C2 (ru) 2017-08-25
BR112015028885A2 (pt) 2017-07-25
US10227777B2 (en) 2019-03-12
PT3017123T (pt) 2017-07-17
ES2632251T3 (es) 2017-09-12
EP3017123A1 (fr) 2016-05-11
DK3017123T3 (en) 2017-08-07
WO2015000771A1 (fr) 2015-01-08
RU2015155685A (ru) 2017-08-07
KR101633301B1 (ko) 2016-06-24
DE102013011083A1 (de) 2015-01-08

Similar Documents

Publication Publication Date Title
EP3017123B1 (fr) Procédé de réalisation d'une pièce de construction en béton, élément de construction préfabriqué d'une pièce de construction en béton, et pièce de construction en béton
EP2281964B1 (fr) Élement moulé de paroi et son procédé de fabrication
EP1718814A1 (fr) Procede et agent auxiliaire pour produire des elements en beton, en particulier des produits semi-finis en beton et/ou des revetements en beton, et agent auxiliaire pour produire des revetements en beton
EP2956283B1 (fr) Procédé de fabrication d'un élément en béton armé multicouche
EP0051101B1 (fr) Plaque en ciment et procédé et dispositif pour sa fabrication
EP1953303B1 (fr) Elément de construction mural, procédé de fabrication d'un élément de construction mural et dispositif d'ancre pour un élément de construction mural
EP2209952B1 (fr) Élément d'écartement et composant pour la production d'une structure murale, et procédé et dispositif correspondants
DE102018207761B3 (de) Segment für ein Bauwerk, Verfahren zu dessen Herstellung, Bauwerk und Verfahren zu dessen Herstellung
EP1783293B1 (fr) Corps isolant renforcé pour élément de mur préfabriqué isolant thermique et élément de mur préfabriqué et méthode de fabrication
DE4421839C1 (de) Schalungstafel aus Beton
EP2297413A2 (fr) Élément de construction semi-fini à plusieurs parois
DE4424941A1 (de) Verbundschalungssystem
DE3119623A1 (de) Tragendes, plattenfoermiges bauelement
EP2746015A2 (fr) Plaque de construction armée et procédé et dispositif de fabrication de la plaque de construction
EP3296478B1 (fr) Dispositif de liaison d'un mur de bâtiment à une dalle de sol ou de plafond et élément de moulage d'un tel système
DE102007004573A1 (de) Wandbauelement, Verfahren zur Herstellung eines Wandbauelements und ein Ankerbauteil für ein Wandbauelement
CH358574A (de) Bauelement
DE102023001683A1 (de) Bauelement II- Sohle CO2 frei
DE102018130844A1 (de) Vorrichtung zur Wärmeentkopplung zwischen einer betonierten Gebäudewand und einer Geschossdecke sowie Herstellverfahren
DE102009057074A1 (de) Vorgefertigtes Deckenbauelement
DE102007004572A1 (de) Wandbauelement, Verfahren zur Herstellung eines Wandbauelements und eine Bewehrungsmatte für ein Wandbauelement
EP2514883A1 (fr) Élément mural isolé préfabriqué pour un bâtiment et son procédé de fabrication
CH371240A (de) Lichtdurchlässiger Körper
DE202006007521U1 (de) Stapelbares Fertigbauteil für die Erstellung einer Raumgitterwand
AT13302U1 (de) Halbfertig-Bauteil zum Erstellen von Bauwerken

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

17P Request for examination filed

Effective date: 20160202

AK Designated contracting states

Kind code of ref document: A1

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

AX Request for extension of the european patent

Extension state: BA ME

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20161207

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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: FR

Ref legal event code: PLFP

Year of fee payment: 4

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 888007

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170515

REG Reference to a national code

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: DE

Ref legal event code: R096

Ref document number: 502014003578

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: FIAMMENGHI-FIAMMENGHI, CH

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Ref document number: 3017123

Country of ref document: PT

Date of ref document: 20170717

Kind code of ref document: T

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20170711

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

Effective date: 20170801

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: MG4D

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2632251

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20170912

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20170426

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: 20170727

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: 20170426

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: 20170426

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

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: 20170726

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: 20170826

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: 20170426

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: 20170426

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 24807

Country of ref document: SK

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502014003578

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: 20170426

Ref country code: RO

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

Effective date: 20170426

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: 20170426

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

Ref country code: SM

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

Effective date: 20170426

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: IE

Ref legal event code: MM4A

26N No opposition filed

Effective date: 20180129

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: 20170625

Ref country code: LU

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

Effective date: 20170625

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 5

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

Ref country code: SI

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

Effective date: 20170426

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: 20170426

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

Effective date: 20180625

REG Reference to a national code

Ref country code: NO

Ref legal event code: CHAD

Owner name: SOLIDIAN GMBH, DE

Ref country code: CH

Ref legal event code: PUE

Owner name: SOLIDIAN GMBH, DE

Free format text: FORMER OWNER: GROZ-BECKERT KG, DE

REG Reference to a national code

Ref country code: ES

Ref legal event code: PC2A

Owner name: SOLIDIAN GMBH

Effective date: 20190417

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

Ref country code: GB

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

Effective date: 20180625

REG Reference to a national code

Ref country code: DE

Ref legal event code: R081

Ref document number: 502014003578

Country of ref document: DE

Owner name: SOLIDIAN GMBH, DE

Free format text: FORMER OWNER: GROZ-BECKERT KG, 72458 ALBSTADT, DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: PD

Owner name: SOLIDIAN GMBH; DE

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), ASSIGNMENT; FORMER OWNER NAME: GROZ-BECKERT KG

Effective date: 20190408

REG Reference to a national code

Ref country code: SK

Ref legal event code: PC4A

Ref document number: E 24807

Country of ref document: SK

Owner name: SOLIDIAN GMBH, ALBSTADT, DE

Free format text: FORMER OWNER: GROZ-BECKERT KG, ALBSTADT, DE

Effective date: 20190523

REG Reference to a national code

Ref country code: BE

Ref legal event code: PD

Owner name: SOLIDIAN GMBH; DE

Free format text: DETAILS ASSIGNMENT: CHANGE OF OWNER(S), CESSION, DEED OF ASSIGNMENT.; FORMER OWNER NAME: GROZ-BECKERT KG

Effective date: 20190409

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: 20140625

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

Ref country code: CZ

Payment date: 20190619

Year of fee payment: 6

Ref country code: FI

Payment date: 20190610

Year of fee payment: 6

Ref country code: PT

Payment date: 20190624

Year of fee payment: 6

Ref country code: DK

Payment date: 20190613

Year of fee payment: 6

Ref country code: NL

Payment date: 20190612

Year of fee payment: 6

Ref country code: NO

Payment date: 20190612

Year of fee payment: 6

REG Reference to a national code

Ref country code: AT

Ref legal event code: PC

Ref document number: 888007

Country of ref document: AT

Kind code of ref document: T

Owner name: SOLIDIAN GMBH, DE

Effective date: 20190627

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

Ref country code: FR

Payment date: 20190510

Year of fee payment: 6

Ref country code: SE

Payment date: 20190611

Year of fee payment: 6

Ref country code: BE

Payment date: 20190417

Year of fee payment: 6

Ref country code: TR

Payment date: 20190621

Year of fee payment: 6

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

Ref country code: PL

Payment date: 20190506

Year of fee payment: 13

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

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: 20170426

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

Ref country code: ES

Payment date: 20190701

Year of fee payment: 6

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: 20170426

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

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: 20170426

REG Reference to a national code

Ref country code: FI

Ref legal event code: MAE

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20200630

Ref country code: NO

Ref legal event code: MMEP

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

Ref country code: CZ

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

Effective date: 20200625

Ref country code: FI

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

Effective date: 20200625

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20200701

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 24807

Country of ref document: SK

Effective date: 20200625

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20200630

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

Ref country code: NO

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

Effective date: 20200630

Ref country code: NL

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

Effective date: 20200701

Ref country code: PT

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

Effective date: 20210128

Ref country code: FR

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

Effective date: 20200630

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

Ref country code: BE

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

Effective date: 20200630

Ref country code: SE

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

Effective date: 20200626

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

Ref country code: SK

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

Effective date: 20200625

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

Ref country code: DK

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

Effective date: 20200630

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20211126

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

Ref country code: ES

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

Effective date: 20200626

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

Ref country code: TR

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

Effective date: 20200625

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

Ref country code: PL

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

Effective date: 20200625

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

Ref country code: IT

Payment date: 20230510

Year of fee payment: 10

Ref country code: DE

Payment date: 20230630

Year of fee payment: 10

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

Ref country code: AT

Payment date: 20230525

Year of fee payment: 10

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

Ref country code: CH

Payment date: 20230702

Year of fee payment: 10