EP3272957B1 - Bauelement zur wärmedämmung - Google Patents

Bauelement zur wärmedämmung Download PDF

Info

Publication number
EP3272957B1
EP3272957B1 EP17181699.4A EP17181699A EP3272957B1 EP 3272957 B1 EP3272957 B1 EP 3272957B1 EP 17181699 A EP17181699 A EP 17181699A EP 3272957 B1 EP3272957 B1 EP 3272957B1
Authority
EP
European Patent Office
Prior art keywords
central portion
anchoring
insulator body
structural element
reinforcing elements
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
EP17181699.4A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3272957A1 (de
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
Original Assignee
Schoeck Bauteile GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE102016113559.3A external-priority patent/DE102016113559A1/de
Priority claimed from DE102016113558.5A external-priority patent/DE102016113558A1/de
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Priority to PL17181699T priority Critical patent/PL3272957T3/pl
Publication of EP3272957A1 publication Critical patent/EP3272957A1/de
Application granted granted Critical
Publication of EP3272957B1 publication Critical patent/EP3272957B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—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 heat only
    • E04B1/7654—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 heat only comprising an insulating layer, disposed between two longitudinal supporting elements, e.g. to insulate ceilings
    • E04B1/7658—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 heat only comprising an insulating layer, disposed between two longitudinal supporting elements, e.g. to insulate ceilings comprising fiber insulation, e.g. as panels or loose filled fibres
    • E04B1/7662—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 heat only comprising an insulating layer, disposed between two longitudinal supporting elements, e.g. to insulate ceilings comprising fiber insulation, e.g. as panels or loose filled fibres comprising fiber blankets or batts
    • E04B1/7666—Connection of blankets or batts to the longitudinal supporting elements
    • E04B1/767—Blankets or batts with connecting flanges
    • 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
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
    • 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
    • E04B1/76—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 heat only
    • 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
    • E04B1/76—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 heat only
    • E04B1/762—Exterior insulation of exterior walls
    • E04B1/7637—Anchoring of separate elements through the lining to the wall
    • 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
    • E04B1/76—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 heat only
    • E04B1/7675—Insulating linings for the interior face of exterior walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/40—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid the walls being characterised by fillings in all cavities in order to form a wall construction
    • 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
    • E04C2/10—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/20—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
    • E04C2/22—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics reinforced
    • 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
    • E04C2/10—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/24—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products laminated and composed of materials covered by two or more of groups E04C2/12, E04C2/16, E04C2/20
    • E04C2/243—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products laminated and composed of materials covered by two or more of groups E04C2/12, E04C2/16, E04C2/20 one at least of the material being insulating
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08—Members specially adapted to be used in prestressed constructions
    • E04C5/12—Anchoring devices
    • E04C5/127—The tensile members being made of fiber reinforced plastics
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/166—Connectors or means for connecting parts for reinforcements the reinforcements running in different directions
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1996—Tensile-integrity structures, i.e. structures comprising compression struts connected through flexible tension members, e.g. cables
    • 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
    • E04B2001/742—Use of special materials; Materials having special structures or shape
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/04—Material constitution of slabs, sheets or the like of plastics, fibrous material or wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
    • E04C5/165—Coaxial connection by means of sleeves

Definitions

  • the present invention relates to a structural element for thermal insulation according to the preamble of patent claim 1 or 7.
  • components for thermal insulation which mainly serve to overhang buildings overhanging building parts such as balcony slabs through a thermally insulated component joint.
  • the integrated reinforcement elements provide the necessary force or torque transmission, while the insulating body is responsible for complaining to one another of the two components while leaving a joint thermally insulated from one another.
  • tensile reinforcement elements are provided in the relevant prior art, which are usually made of a rod material made of metal, which consists in particular in the region of the insulating body made of stainless steel and in the area outside of the insulator made of reinforcing steel.
  • Stainless steel is used in the region of the insulating body or the component joint on the one hand because of its corrosion resistance and on the other hand because of its poor thermal conductivity and is therefore preferable to the reinforcing steel material in the region of the insulator.
  • the reinforcing steel material is usually used in the area outside of the insulator, where it depends on the corrosion resistance and the thermal insulation properties, since the reinforcing steel extends completely in the area of one of the two components.
  • tensile reinforcement elements made of plastic material is the lack of subsequent flexibility compared to steel, which makes it necessary that the desired shape and length of the tensile reinforcement elements is already taken into account in the rod manufacturing. As a result, the number of to be held in stock tensile reinforcement elements increases considerably due to correspondingly high number of variants, which means significant disadvantages logistically.
  • the tensile reinforcement elements are designed as multi-part composite elements in that, at least in the area of the insulating body, they have a middle section which projects beyond the insulating body and at least partially consists of fiber-reinforced plastic material the tensile reinforcement elements in a region outside the insulating body have at least one anchoring section with geometric and / or material properties differing at least partially from the central section, which is connected to the central section in a connection region, wherein the connection region is arranged at a distance from the insulating body such that the central section consists of a particularly cylindrical Rod and / or tube material is formed and formed on its radial outer side, at least in the region between insulator and terminal region is substantially smooth-walled.
  • the said multi-part composite element with an unusual mix of materials, by at least in the region of the insulator made of a corrosion-resistant and very poor heat-conducting fiber-reinforced plastic material in the form of a cylindrical rod and / or tube material, by on its radial outer side at least in the range between Insulating body and connection area is formed substantially smooth-walled and by having an anchoring portion in a region outside the insulator in the adjacent component having other materials and / or geometries than the central portion and can be adapted to the installation conditions in the adjacent components, as in the case of conventional metal tensile bars the case is proven, but which usually have in the region of the insulator a middle section made of stainless steel.
  • this composite element surpasses the previously known tensile reinforcement elements in every respect, but nevertheless makes it possible to select the materials used with regard to their individual advantages for the different requirements in the insulating body or in the adjacent components and to disregard disadvantageous materials or geometries. So you can use a middle section made of fiber-reinforced plastic in the region of the insulator, the cost and significantly poorer thermal conductivity than the hitherto used there stainless steel, while one is not subject to any special requirements in the field of adjacent concrete components and therefore can work with the cost-effective, easy to handle and subsequently bendable reinforcing bars, with simple and cost-effective with appropriate external profiling to an optimal Anchoring in the adjacent concrete components can be adjusted.
  • the anchoring sections are preferably made of steel, they can be anchored in a conventional manner in the adjacent components, without this - as in the case of fiber reinforced plastic rods - by exotic transformations (in the form of the mentioned cross plates, loops, etc.) and thereby installation problems would have to be bought with the connection reinforcement or when using profiled plastic rods by damage in the mutual investment area, which are caused by the different Temperaturdehnbib of concrete on the one hand and plastic rod on the other hand.
  • reinforcing bars made of steel such an anchoring is usually carried out by a ribbing of the lateral surface of the reinforcing bars, said ribbing can be easily introduced during the manufacturing process of these reinforcing elements.
  • the anchoring portion of the tensile reinforcement elements is fixed at a free end of the associated central portion. If, in this case, the anchoring section of the tensile reinforcement elements is aligned with this central section extending substantially horizontally in the installed state of the structural element, this results in a series arrangement or series connection of the different parts of the tensile reinforcement elements, each part being arranged there for which it is the most favorable Has material properties.
  • the middle section of a tensile reinforcement element has an anchoring section at each of its two free ends and thus the desired alternating arrangement of anchoring section, middle section of fiber-reinforced plastic material and, again, anchoring section results.
  • the anchoring section consists of reinforcing steel, which has a coefficient of thermal expansion, ie a thermal expansion in the order of the thermal expansion coefficient or thermal expansion of concrete and thus non-destructive corresponding temperature-induced deformations or Strains of the concrete can follow.
  • the middle section of the tensile reinforcement element consists of fiber-reinforced and in particular glass-fiber reinforced plastic material, which is sufficiently resilient in the direction of tensile force and has poor thermal conductivity, which is desired in the region of the insulating body.
  • fiber-reinforced plastic material also includes such fiber reinforcements, in particular glass fiber reinforcements whose fiber content, in particular glass fiber content is higher than 85 wt .-%, so that the weight of the matrix material used in addition to the fibers, such as resin less than 15% compared to the weight of this reinforcing element.
  • the tensile reinforcement elements As in the case of the known tensile reinforcement elements, it is also possible to produce the tensile reinforcement elements from a tube or bar material both in the region of the anchoring section and in the region of the central section.
  • the tensile reinforcement elements, and in particular the pipe or bar material may be profiled or ribbed on the outside thereof to provide the desired positive engagement with the adjacent concrete components which provides the necessary anchoring of the tensile reinforcement elements in the adjacent structural members.
  • anchoring section and associated middle section can be fixed to one another in such a way that they are capable of optimum tensile force transmission and thus can fulfill the function intended for them.
  • interlocking, non-positive and / or cohesive measures such as, for example, a socket connection, as described, for example, in US Pat DE-A 102008018325 discloses an adhesive or screw connection or the like.
  • a welded joint is recommended, which is particularly useful if an internal anchoring element is used as a weld-on, as a so-called Welding Insert in the not weldable itself, consisting of fiber-reinforced plastic central portion.
  • This inner anchoring element can be inserted at any time, for example by screwing into the central portion; Instead, however, it is also of particular advantage if the inner anchoring element is already formed or laminated directly during the production of the middle section.
  • this inner anchoring element can theoretically extend over the entire length of the middle section, in particular if it is already introduced in the production of the middle section, in order to ensure in particular a reliable tensile force transmission, it can be particularly advantageous if this inner anchoring element only extends over in the axial direction extends a portion to thereby avoid cold spots.
  • a continuous metallic inner anchoring element as a welding aid means inevitably that the insulating function of existing fiber-reinforced plastic center section is interrupted and disturbed.
  • the inner anchoring element which extends only over a partial area in the axial direction, to be suitable for receiving the tensile force to be transferred by the anchoring section to be connected, it must be anchored or supported in the middle section, for example, by a positive connection.
  • this can have a larger material cross section in each case in the intended welding area to improve the thermal insulation properties than in the axial partial areas outside of these weldable areas, in particular between two weld-on areas. This can be done, for example, even with an endless production of the material for the middle section by a chain arrangement, that is, an alternating arrangement of welding sections and connecting links.
  • the weld-on section of the welding-on aid has an enlarged material cross-section which is sufficient for welding
  • the connecting members in the connecting regions between two Ansch spabitesen have a reduced cross-sectional material, which may consist of a suitable material for tensile force transmission, for example, a steel cable.
  • the anchoring section can be connected to the inner anchoring element by means of induction welding, laser welding or similar welding methods suitable for the plastic material of the central section.
  • the anchoring sections Since the reinforcing steel of the terminal anchoring sections must meet a minimum concrete coverage for corrosion protection reasons, the anchoring sections must not extend as far as the insulating body, in order to avoid corrosion of the anchoring sections. For this reason, it is expediently provided that the connection region in the installed state has a horizontal distance L 1 from the insulating body, which is at least once and at most five times as large as the diameter d M of the central portion. Thereby, the determination of the anchoring portion at the central portion outside of the insulator can be done in a region which is protected by the required minimum concrete coverage from corrosion.
  • the middle section is designed to be substantially smooth-walled on its radial outer side, at least in the area between the insulating body and the connection region. This avoids excessive bonding between the central portion and the surrounding portion of the middle portion of the adjacent component and forms a buffer zone which ensures that the flexural rigidity of the tensile reinforcement elements does not abruptly but only gradually upon exiting the insulator and entering the adjacent component changes.
  • the excessively high loads can cause a delamination of the tensile reinforcement element consisting of fiber-reinforced plastic material;
  • the building material may flake off at the front edge of the adjacent component, which in turn destroys the required minimum concrete cover or reduced and thus cancel the corrosion protection for the tensile reinforcement element.
  • the substantially smooth-walled middle section thus serves to prevent a close-to-joint anchoring of the tensile reinforcement element in the adjacent component, so that the anchoring takes place only in the connection region and in the region of the tensile reinforcement element following in the axial direction, namely the anchoring section.
  • connection area differs depending on the connection technology between middle section and anchoring section
  • the connection technology ensures that the corrosion-prone anchoring section, which is preferably made of reinforcing steel, is shielded in the connection area by the plastic material of the middle section, so that the distance is increased by the insulating body and thus the joint between the two adjacent components accordingly.
  • the length L 2 of the connection area can be taken into account even when determining the minimum concrete cover, if the anchoring section were arranged too close to the insulating body and thus to the joint, since the middle section surrounding the anchoring section provides the required corrosion protection. It is thus an advantage of the present invention also to be seen in the fact that the connection area in the installed state has a length L 2 in the horizontal direction, which is at least twice and at most ten times as large as the diameter dv of the anchoring portion.
  • the anchoring section should extend in the installed state from the connection region in the horizontal direction over a length L 3 which is at least twenty times as large as the diameter dv of the anchoring section. This ensures that the tensile reinforcement elements according to the invention can be used without end anchors such as transverse plates, loops, etc. and yet can provide the desired anchoring and even against the background that the smooth-walled portion of the central portion between insulator and terminal area and the terminal area itself hardly contributes to anchorage.
  • the thermal insulation component according to the invention expediently has pressure elements and / or lateral force elements in addition to the tensile reinforcement elements for compressive force and / or transverse force transmission between the adjacent components, as known from the relevant prior art and as is usual in such components for thermal insulation ,
  • any form of a hardening and / or settable building material in particular a cementitious, fiber-reinforced building materials such as concrete, such as high-strength or ultra-high-strength concrete or high-strength or ultra-high-strength mortar, a synthetic resin mixture or a reaction resin mixture.
  • FIG. 1 shows a component for thermal insulation 1 with a multi-part cuboid insulating body 2, which is intended to be arranged in a between two concrete components (which are not shown here, but whose position is indicated only by the reference numerals A, B) component groove to be arranged and this two concrete components A, B from each other in a thermally insulated manner to space.
  • the insulating body 2 is composed of several parts to allow the installation of reinforcing elements in the form of tension rods 3, in the form of transverse force bars 4 and in the form of pressure elements 5.
  • the arrangement of the reinforcing elements takes place in the manner known and customary in the prior art, namely by at the top of the Insulating body 2, the Glasbeschungs institute 3 are arranged, which extend in the installed state in the horizontal direction and serve for tensile force transmission between the two components connected to the component for thermal insulation A, B and are anchored thereto in these components.
  • the pressure elements 5 are arranged, and indeed with a horizontal extension direction, but they do not protrude relative to the insulating body 2.
  • transverse force bars 4 are still proceeding, which extend in the region of the insulating body 2 inclined to the horizontal and to be absorbed by the reinforcing elements of the component for thermal insulation loads corresponding to the tension zone on one side of the insulator obliquely down into the pressure zone on the other side of the insulator run there to angled vertically in the direction of the tensile zones upwards and then to run after another bend parallel to the tensile reinforcement elements.
  • tensile reinforcement elements 3 of which one in FIG. 1 recognizes a tubular central portion 3a made of fiber-reinforced plastic, which extends in the region of the insulating body 2 in the horizontal direction and on both sides of the insulating something, namely by an axial length L 1 + L 2 protrudes in the horizontal direction and with this projecting area in the installed state in the area the adjacent components A, B is arranged.
  • the length L 2 indicates the area in which the middle section 3 a and the anchoring section 3 b overlap and form a connection area 3 h, wherein the diameter of the middle section d M is greater than the diameter of the anchoring section dv and accordingly the middle section engages over the anchoring section.
  • the length L 1 again means the axial distance of the connection region 3 h from the insulating body 2.
  • the length L 3 indicates the extent to which the anchoring section 3 b extends from the connection region 3 h or the front side of the middle section 3 a into the component A.
  • FIG. 1 does not show the full length of the anchoring portion 3a and thus also corresponds to the measure of length L 3 in FIG. 1 not the total length of the anchoring portion 3b.
  • the tensile reinforcement element 3 from FIG. 1 also has rod-shaped anchoring portions 3b made of reinforcing steel, which are inserted into the pipe material of the central portion and fixed there.
  • FIG. 2 shows the insertion of the anchoring portion 3b in a cylindrical bore 3c of the central portion 3a.
  • the interconnection of central portion and anchoring portion may, for example, be accomplished by a press fit and / or assisted by the additional use of an adhesive to actually provide a stable bond suitable for transferring tensile forces.
  • the axial length in which the anchoring portion 3b and the middle portion 3a overlap is as in FIG. 1 also in FIG. 2 indicated by the reference L 2 and corresponds to the axial length of the connection area 3h.
  • FIG. 3 shows a variant of this, in which the free and inserted into the tube material of the central portion 3a of the anchoring portion 3b is provided on its outer side with a profiling that allows adhesive, mortar or similar connecting means find more space and a positive connection with the Profiling in order to improve or ensure the mutual connection.
  • the free end 3d of the anchoring portion 3b is provided with an external thread and dips into the cylindrical opening 3c of the central portion 3a, which opening 3c in turn has an internal thread, thus allowing the anchoring portion 3b and central portion 3a to be screwed together.
  • FIGS. 5 and 6 show finally two socket joints, so the mutual fixing of anchoring section 3b and middle section 3a with interposition a sleeve 3e, which has at its two opposite sides two aligned holes 3f, 3g, but the two holes are arranged in the sleeve so that they have no mutual connection.
  • the one hole 3g is thus intended to receive the free end 3d of the anchoring portion 3b, either via a simple plug connection or with the additional use of adhesive or other connecting means.
  • the bore 3f is provided into which the free end 3h of the central portion 3a is inserted and fixed there, for example via a press connection, plug connection or adhesive connection.
  • the central portion extends with its plastic material 3 far beyond the insulator and thus makes it possible to be made of reinforcing steel anchoring sections 3b to be connected to the central portion 3a in such an area that is not yet at risk of corrosion.
  • the advantages that are essential to the invention can be achieved, namely to be able to use the particularly advantageous plastic material of the middle section in the region of the insulating body, which is characterized in particular by lower costs compared to stainless steel and a particularly poor thermal conductivity.
  • the anchoring sections consist of reinforcing steel, which has similar Temperaturdehn hobby as the surrounding concrete component and thus can enter into an optimal connection with the concrete, through which the tensile force from the concrete in the Switzerlandbewehrungselement and vice versa can be transmitted, without causing the otherwise occurring destructions due to excessive relative movements.
  • the present invention has the advantage of providing a thermal insulation element having tensile reinforcement elements in the form of composite composite elements consisting of a center section of fiber reinforced plastic material on the one hand and at least one anchoring section of steel and in particular reinforcing steel on the other.
  • the different materials can be used exactly according to their properties and advantages, which was previously not possible in the prior art.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP17181699.4A 2016-07-22 2017-07-17 Bauelement zur wärmedämmung Active EP3272957B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL17181699T PL3272957T3 (pl) 2016-07-22 2017-07-17 Element konstrukcyjny do termoizolacji

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016113559.3A DE102016113559A1 (de) 2016-07-22 2016-07-22 Bauelement zur Wärmedämmung
DE102016113558.5A DE102016113558A1 (de) 2016-07-22 2016-07-22 Bauelement zur Wärmedämmung

Publications (2)

Publication Number Publication Date
EP3272957A1 EP3272957A1 (de) 2018-01-24
EP3272957B1 true EP3272957B1 (de) 2019-11-13

Family

ID=59366271

Family Applications (2)

Application Number Title Priority Date Filing Date
EP17181699.4A Active EP3272957B1 (de) 2016-07-22 2017-07-17 Bauelement zur wärmedämmung
EP17181700.0A Active EP3272958B1 (de) 2016-07-22 2017-07-17 Bauelement zur wärmedämmung

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP17181700.0A Active EP3272958B1 (de) 2016-07-22 2017-07-17 Bauelement zur wärmedämmung

Country Status (7)

Country Link
US (2) US10480182B2 (hu)
EP (2) EP3272957B1 (hu)
CA (1) CA2974187A1 (hu)
DK (2) DK3272958T3 (hu)
HU (2) HUE050059T2 (hu)
PL (2) PL3272957T3 (hu)
SI (1) SI3272958T1 (hu)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016124736A1 (de) * 2016-12-19 2018-06-21 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
WO2019140071A1 (en) * 2018-01-10 2019-07-18 Jencol Innovations, Llc Thermal break for concrete slabs
GB201819196D0 (en) * 2018-11-26 2019-01-09 Ancon Ltd Building element, system and method
CN112095818B (zh) * 2020-09-16 2022-07-26 重庆宝鼎美丽彩新材料科技股份有限公司 一种半开放式保温隔热建筑结构材料
RO137111A2 (ro) 2021-05-31 2022-11-29 Zirabis Domum S.R.L. Structură de susţinere pentru anveloparea termică a imobilelor, mod de realizare şi mod de utilizare
CN115217271B (zh) * 2022-05-31 2023-11-17 中国建筑材料科学研究总院有限公司 一种用于增强3d打印混凝土整体性的筋材及装置

Family Cites Families (38)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE277304C (hu)
DE3422905A1 (de) * 1984-06-20 1986-01-02 Hansjörg Dipl.-Ing. 7542 Schömberg Braun Vorrichtung zum verbinden einer balkonplatte und einer geschossdecke
DE3446006A1 (de) * 1984-12-17 1986-07-03 Wayss & Freytag Ag, 6000 Frankfurt Korrosionsgeschuetzter bewehrungsstab zur ueberbrueckung planmaessiger bauwerksfugen
CA1238205A (en) 1985-04-26 1988-06-21 Cerminco Inc. Structural rod for reinforcing concrete material
CH676615A5 (hu) * 1988-04-22 1991-02-15 Bau Box Ewiag
DE4427962A1 (de) * 1994-08-09 1996-02-22 Wayss & Freytag Ag Vorrichtung zur statisch tragenden, korrosionsgeschützten, thermisch gedämmten Verbindung zweier Baukörper
CH691606A5 (de) * 1996-11-08 2001-08-31 Pecon Ag Kragplattenanschlusselement.
DE29707378U1 (de) * 1997-04-24 1997-06-26 Halfen GmbH & Co. KG, 40764 Langenfeld Thermisch isolierendes Bauelement
DE29805137U1 (de) * 1998-03-23 1998-05-20 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Wärmedämmung
DE29917220U1 (de) * 1999-09-30 2000-01-13 Mea Meisinger Stahl & Kunststo Montageträgersystem mit Einbauhilfe
DE19947913C2 (de) 1999-10-06 2002-08-29 Karl-Heinz Fingerling Befestigungselement zur Anbringung von Lasten an eine eine Wärmedämmung aufweisende Gebäudewand
DE19947912A1 (de) * 1999-10-06 2001-05-17 Fingerling Karl Heinz Bauelement zur Anbringung eines außerhalb einer isolierenden Gebäudehülle befindlichen Bauteiles an einem innerhalb der isolierenden Gebäudehülle befindlichen Verankerungselelment
DE10019014A1 (de) * 2000-04-17 2001-10-18 Mea Meisinger Stahl & Kunststo Wärmedämmendes, Brandgeschütztes Anschlussbauteil zum Anschluss eines Getragenen an ein Tragendes Bauteil und Verfahren zur Verbindung des Anschlussbauteils mit dem Getragenen oder Tragenden Bauteil
DE10161481A1 (de) * 2001-12-14 2003-06-26 Joerg Diesler Hochbelastbares wärme-, schall- und elektrisch isolierendes Verbindungselement für Beton- und Metallkonstruktionen
DE502004010557D1 (de) * 2003-10-10 2010-02-04 Erico Int Corp Vorrichtung mit einem stab aus faserverstärktem kunststoff zur übertragung einer last durch eine wärmedämmschicht hindurch
DE502004005013D1 (de) * 2004-02-11 2007-10-31 Halfen Gmbh Thermisch isolierendes Bauelement
DE102004038082B4 (de) 2004-07-28 2008-02-28 Technische Universität Dresden Verankerung von faserverstärkten Zugstangen
EP1627971A1 (de) * 2004-08-18 2006-02-22 Thomas Mösch Verfahren zur Positionierung von Rundstahlstäben und Montageplatten zur Durchführung des Verfahrens
JP3958335B2 (ja) * 2004-12-27 2007-08-15 日本カイザー株式会社 外断熱形成具、外断熱構造物およびその構築方法
DE102006032444A1 (de) * 2006-07-13 2008-01-17 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102006056916A1 (de) * 2006-12-02 2008-06-05 H-Bau Technik Gmbh Kragplattenanschlusselement
EP2000605A3 (fr) * 2007-06-08 2013-01-02 Plakabeton S.A. Dispositif et accessoires destines a assurer l'isolation en cas de rupture thermique dans l'isolation des bâtiments
CH700251B1 (de) * 2007-10-08 2010-07-30 Pakon Ag Fertigbauteil zum Anschluss einer auskragenden Betonplatte an ein Betonbauwerk.
CH711841B1 (de) * 2007-11-02 2017-05-31 Debrunner Koenig Man Ag Isolierendes Verbindungselement für Betonbauteile.
EP2060687B1 (fr) * 2007-11-16 2015-09-09 Plakabeton S.A. Dispositif destiné à assurer l'isolation en cas de rupture thermique
DE102008018325A1 (de) * 2008-04-11 2009-10-15 Schöck Bauteile GmbH Muffenverbindung für Betonbewehrungsstäbe
US20100031607A1 (en) * 2008-08-11 2010-02-11 Oliva Michael G Splice System for Fiber-Reinforced Polymer Rebars
US8991124B2 (en) * 2008-10-17 2015-03-31 Schöck Bauteile GmbH Concrete material, construction element for a thermal insulation, and brick-shaped thermally insulating element, each using the concrete material
CH699960A1 (de) * 2008-11-27 2010-05-31 Heinrich Gabathuler Wärmedämmendes Kragplatten-Anschlusselement.
DE102010027661B4 (de) * 2010-07-19 2012-08-02 Schöck Bauteile GmbH Schalungsvorrichtung und Verfahren zum Schaffen einer Aussparung beim Gießen eines Gebäudebauteils
DE102010034514A1 (de) * 2010-08-16 2012-03-15 Gerhard Horstmann Modularer Dämmkörper
AT510798B1 (de) 2010-11-30 2012-12-15 Avi Alpenlaendische Vered Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton
DE102011109959A1 (de) * 2011-08-11 2013-02-14 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
US9435115B2 (en) * 2011-08-11 2016-09-06 Schöck Bauteile GmbH Structural element for heat-insulating purposes
DE102011122589A1 (de) * 2011-12-30 2013-07-04 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE202012101574U1 (de) 2012-04-27 2012-06-12 Johann Moissl Vorrichtung zum Befestigen von auskragenden Anbauten an Gebäuden
AT514343A1 (de) 2013-05-17 2014-12-15 Asamer Basaltic Fibers Gmbh Verfahren zur Herstellung eines Bewehrungsstabes
DE202013006229U1 (de) * 2013-07-11 2014-10-13 H-Bau Technik Gmbh Thermisch isolierendes Bauteil

Non-Patent Citations (1)

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

Also Published As

Publication number Publication date
DK3272957T3 (da) 2019-12-16
US10480182B2 (en) 2019-11-19
US20180023288A1 (en) 2018-01-25
CA2974187A1 (en) 2018-01-22
EP3272957A1 (de) 2018-01-24
EP3272958A1 (de) 2018-01-24
EP3272958B1 (de) 2020-04-01
PL3272958T3 (pl) 2020-08-24
US20180023289A1 (en) 2018-01-25
PL3272957T3 (pl) 2020-02-28
HUE050059T2 (hu) 2020-11-30
DK3272958T3 (da) 2020-05-04
US10590645B2 (en) 2020-03-17
HUE047794T2 (hu) 2020-05-28
SI3272958T1 (sl) 2020-08-31

Similar Documents

Publication Publication Date Title
EP3272957B1 (de) Bauelement zur wärmedämmung
EP0363779B1 (de) Vorrichtung zur Verankerung eines stabförmigen Zugglieds aus Faserverbundwerkstoff
EP2610410A2 (de) Bauelement zur Wärmedämmung
EP2715013B1 (de) Verbindungsanordnung und verfahren zur herstellung einer durchstanzsicherung einer nachträglichen querkraftverstärkung bzw. eines bewehrungsanschlusses
EP3336269B1 (de) Bauelement zur wärmedämmung
DE102007037951A1 (de) Betonverbundstütze
EP3309327A1 (de) Transportanker
DE4102332A1 (de) Balkonanschluss
EP2146004B1 (de) Schubdornverbindung
DE102016113558A1 (de) Bauelement zur Wärmedämmung
DE3541896A1 (de) Verfahren zur zug- und druckfesten stoss-verbindung von betonrippenstahl mit hilfe einer rohrmuffe
DE102016113559A1 (de) Bauelement zur Wärmedämmung
EP1703036B1 (de) Bauelement zur Schub- bzw. Durchstanzbewehrung
EP0947640B1 (de) Bewehrung mit hochfestem Verbund
CH690966A5 (de) Isolierendes Anschlusselement für Kragplatten.
EP3656937B1 (de) Bauelement zur wärmedämmung
EP1887155B1 (de) Thermisch isolierendes Bauelement
DE10310896A1 (de) Bewehrungselement für den Betonbau
CH699960A1 (de) Wärmedämmendes Kragplatten-Anschlusselement.
EP1873331A2 (de) Freileitungsmast aus Schleuderbeton
EP1528169B1 (de) Anordnung zur nachträglichen beabstandeten Befestigung von Bauteilen an Gebäudeteilen
EP2902561B1 (de) Bewehrtes Betonbauteil
EP2080841A2 (de) Kragplattenanschlusselement
DE19652736B4 (de) Bauelement zur Wärmedämmung
EP2096220B1 (de) Vorgespanntes Hohlplattenelement

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

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

Free format text: STATUS: THE APPLICATION HAS BEEN PUBLISHED

AK Designated contracting states

Kind code of ref document: A1

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

AX Request for extension of the european patent

Extension state: BA ME

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20180724

RBV Designated contracting states (corrected)

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 1/74 20060101ALI20190528BHEP

Ipc: E04B 1/76 20060101ALI20190528BHEP

Ipc: E04C 2/24 20060101ALI20190528BHEP

Ipc: E04B 2/40 20060101ALI20190528BHEP

Ipc: E04C 5/07 20060101ALI20190528BHEP

Ipc: E04B 1/00 20060101AFI20190528BHEP

Ipc: E04C 2/22 20060101ALI20190528BHEP

Ipc: E04C 5/16 20060101ALI20190528BHEP

Ipc: E04C 5/12 20060101ALI20190528BHEP

Ipc: E04B 1/19 20060101ALI20190528BHEP

INTG Intention to grant announced

Effective date: 20190614

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: AT

Ref legal event code: REF

Ref document number: 1201785

Country of ref document: AT

Kind code of ref document: T

Effective date: 20191115

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502017002844

Country of ref document: DE

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: DK

Ref legal event code: T3

Effective date: 20191213

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: NO

Ref legal event code: T2

Effective date: 20191113

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 33115

Country of ref document: SK

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: VALIPAT S.A. C/O BOVARD SA NEUCHATEL, CH

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: LT

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

Effective date: 20191113

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: 20191113

Ref country code: PT

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

Effective date: 20200313

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: 20200213

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E047794

Country of ref document: HU

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

Ref country code: RS

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

Effective date: 20191113

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: 20200313

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: 20191113

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: 20191113

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: 20191113

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: 20191113

Ref country code: ES

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

Effective date: 20191113

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502017002844

Country of ref document: DE

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: 20191113

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

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

Ref country code: NL

Payment date: 20200728

Year of fee payment: 4

26N No opposition filed

Effective date: 20200814

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

Ref country code: DK

Payment date: 20200723

Year of fee payment: 4

Ref country code: CZ

Payment date: 20200709

Year of fee payment: 4

Ref country code: NO

Payment date: 20200723

Year of fee payment: 4

Ref country code: FI

Payment date: 20200721

Year of fee payment: 4

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: 20191113

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

Ref country code: HU

Payment date: 20200711

Year of fee payment: 4

Ref country code: BE

Payment date: 20200722

Year of fee payment: 4

Ref country code: PL

Payment date: 20200710

Year of fee payment: 4

Ref country code: CH

Payment date: 20200728

Year of fee payment: 4

Ref country code: IT

Payment date: 20200731

Year of fee payment: 4

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

Ref country code: MC

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

Effective date: 20191113

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 33115

Country of ref document: SK

Effective date: 20200717

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

Ref country code: LU

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

Effective date: 20200717

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

Ref country code: SE

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

Effective date: 20200718

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: 20200717

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: 20200717

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20210731

REG Reference to a national code

Ref country code: FI

Ref legal event code: MAE

Ref country code: CH

Ref legal event code: PL

Ref country code: NO

Ref legal event code: MMEP

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20210801

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20210731

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

Ref country code: LI

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

Effective date: 20210731

Ref country code: HU

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

Effective date: 20210718

Ref country code: FI

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

Effective date: 20210717

Ref country code: CH

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

Effective date: 20210731

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

Ref country code: TR

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

Effective date: 20191113

Ref country code: NO

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

Effective date: 20210731

Ref country code: NL

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

Effective date: 20210801

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: 20191113

Ref country code: CZ

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

Effective date: 20210717

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: 20191113

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: 20191113

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

Ref country code: IT

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

Effective date: 20210717

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: 20191113

Ref country code: DK

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

Effective date: 20210731

Ref country code: BE

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

Effective date: 20210731

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Ref country code: GB

Payment date: 20220725

Year of fee payment: 6

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

Ref country code: FR

Payment date: 20220727

Year of fee payment: 6

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: 20210717

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

Effective date: 20230513

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

Ref country code: AT

Payment date: 20230718

Year of fee payment: 7

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

Ref country code: DE

Payment date: 20230725

Year of fee payment: 7

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

Effective date: 20230717

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: 20230717

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

Ref country code: FR

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

Effective date: 20230731