EP3026199B1 - Cheville pour cloison creuse - Google Patents

Cheville pour cloison creuse Download PDF

Info

Publication number
EP3026199B1
EP3026199B1 EP15192016.2A EP15192016A EP3026199B1 EP 3026199 B1 EP3026199 B1 EP 3026199B1 EP 15192016 A EP15192016 A EP 15192016A EP 3026199 B1 EP3026199 B1 EP 3026199B1
Authority
EP
European Patent Office
Prior art keywords
cavity wall
wall anchor
flat steel
end portions
cavity
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
EP15192016.2A
Other languages
German (de)
English (en)
Other versions
EP3026199A1 (fr
Inventor
Felix Wacker
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.)
Philipp GmbH
Original Assignee
Philipp GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Philipp GmbH filed Critical Philipp GmbH
Publication of EP3026199A1 publication Critical patent/EP3026199A1/fr
Application granted granted Critical
Publication of EP3026199B1 publication Critical patent/EP3026199B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/142—Means in or on the elements for connecting same to handling apparatus
    • E04G21/145—Means in or on the elements for connecting same to handling apparatus specific for hollow plates
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E04B2/8617—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf with spacers being embedded in both form leaves
    • 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
    • E04C2002/045—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 with two parallel leaves connected by tie anchors
    • E04C2002/046—Flat anchors
    • 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
    • E04C2002/045—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 with two parallel leaves connected by tie anchors
    • E04C2002/048—Bent wire anchors

Definitions

  • the present invention relates to a hollow wall anchor, consisting of a metal part with two end sections, each of which can be connected to one of two parallel plates of a hollow wall, and a connecting section, which integrally connects the two end sections, the transport anchor consisting of a flat steel, and wherein the end sections (2) and the connecting section of the hollow wall anchor each have at least one transverse bore,
  • the EP 2 060 704 shows such a cavity wall anchor, specifically in the form of a rectangular plate with several recesses of different sizes, which should take into account the course of forces in the cavity wall anchor when lifting a cavity wall over such a cavity wall anchor.
  • the parallel, lateral edge sections and the central connecting section of the plate have cross holes.
  • Such a hollow wall anchor is comparatively complex and complex to manufacture.
  • Cavity walls consist of at least two parallel and spaced massive plates, which are partially integrated into the plates, i. H. generally cast-in spacers, for example in the form of reinforcement elements or reinforcement cages, are kept parallel to one another at a distance, so that a cavity is formed between the plates.
  • the cavity means a material and weight saving compared to a solid wall and also contributes to heat and sound insulation.
  • the plates are mostly made of concrete, but in principle they can also be made of any other pourable and hardening material. They are "massive" in the sense that they are cast from a flowable material into which other objects, such as the reinforcements and also the hollow wall anchors in question, can be cast and thus firmly integrated, but what small voids and pores in the plates does not rule out.
  • the cavity between the plates definitely contains reinforcement and connecting elements for the plates, but is not necessarily filled with further material.
  • a fillable or stuffable heat and or soundproofing material such as, for example, in the form of granules made of polystyrene or other material or also in the form of rock, glass or cellulose wool would still be considered as filling material
  • the plates themselves have a thickness that is typically between 3 and 8 cm, while the clear distance between the two parallel plates, which form the cavity wall and which are kept at this distance by reinforcement elements or a reinforcement cage, is a multiple of the thickness of the massive plate sections.
  • Such cavity wall elements are typical prefabricated components, which form partitions between interiors, but may also form load-bearing walls and external walls in buildings.
  • Cavity wall elements or cavity walls which are composed of one or more cavity wall elements, can have a relatively large wall thickness between 12 and 36 cm, for example. They offer improved sound and thermal insulation protection and are significantly lighter in weight than corresponding solid walls.
  • the transport anchors in question are used for aligning and for transporting such cavity walls, which are each integrated into a cavity wall element.
  • hollow wall anchors are integrated with their legs, which extend at a corresponding distance, into the solid plates of hollow walls, while the connecting section of the hollow wall anchor bridges the distance between the solid plates, so that this connecting section of the hollow wall anchor can be used as an attachment point for a rope, a crane hook or the like in order to be able to transport the corresponding cavity wall more easily with the help of the attached rope or crane hook.
  • hollow brackets are attached in the vicinity of the plate edges, so that the connecting section of a hollow wall anchor is easily accessible from the respective edge of a hollow wall.
  • such hollow wall anchors are generally made of structural steel and are essentially bent into a U-shape, so that two parallel legs of the U-shape can each be cast into one of the two solid plates of a hollow wall, while the U-bend on the front or protrudes laterally into the space between the massive plates from the plate surfaces and can be used as a transport anchor.
  • the cross strut usually also consists of structural steel and is welded to the parallel legs or the ends of the U-bend.
  • the cross strut determines the distance between the two U-legs, which are generally cast approximately in the middle in the solid plates, which are usually made of concrete.
  • the WO 2007/022542 A2 describes a roof structure with stands, beams and rafters.
  • Figure 19 of this document shows a V-shaped metal plate with two end sections and a connecting section which integrally connects the two end sections to one another, the end sections and the connecting section on both sides of the bisector having a plurality of transverse bores and the angle between the V legs being greater than 90 ° , wherein the end portions have an end face which runs parallel to the bisector of the angled flat steel material.
  • This plate is used to connect a support or stand with a rafter, in which the edges of the two V-legs are simultaneously inserted into grooves formed in parallel in the support and rafters. With the help of the holes, such a connecting plate is fixed to the beams or rafters. The connecting parts abut each other directly in the area of the connecting section.
  • the object of the present invention is to create a hollow wall anchor which is easier to manufacture, requires less material and yet can be securely anchored in the respective plates.
  • the transport anchor should be less bulky to handle and transport.
  • the flat steel has a V-shape in a side view and is angled about an axis lying perpendicular to the flat steel plane, and that the angle between the V-legs is greater than 90 ° and the end sections have an end face that runs parallel to the bisector of the angled flat steel material, and that the center of the at least one transverse bore of the connecting section lies on the bisector.
  • Such a cavity wall anchor is much faster and easier to manufacture and store and also easier to handle than conventional cavity wall anchors and is nevertheless suitable for cavity walls up to a maximum total weight of approx. 5000 kg.
  • the angled legs of the flat steel lie in the same plane and can be produced, for example, by stamping from a steel plate.
  • the legs of the V-shaped hollow wall anchor lying in one plane are thus angled about an axis perpendicular to the plane of the flat steel.
  • the eyelets or cross bores in the end sections of the flat steel material can expediently be used for the passage of a reinforcing steel, which guarantees that the hollow wall anchor is securely anchored in the plate elements when the end sections of the hollow wall anchor are poured with the relevant reinforcing steel in the concrete to produce the plate elements.
  • the flat steel should have a thickness of at least 5 mm, preferably at least 8 mm, and a width, measured perpendicular to the connecting line from the transverse bores of the end sections to the transverse bore of the connecting section, of at least 30 mm, preferably at least 40 mm exhibit. So that a reinforcing steel, which extends through the eyelet or transverse bore of an end section, is at a sufficient distance from the surface of a plate element, the distance of the eyelets in the end sections from the respective free end of the end section should be less than 20 mm.
  • the diameter of the cross holes or eyelets in the end sections should be at least 8 mm, so that appropriately thick reinforcement steel or wires can be passed through these cross holes, while the cross hole in the connecting section through which a hook or suspension cable for lifting and transporting a Hollow wall must be passed, should have a diameter of at least 10 mm, preferably at least 12 mm.
  • the hollow wall anchor according to the invention can also significantly exceed the above-mentioned minimum dimensions, for example consist of 10 or 12 mm thick flat steel and have a width of 60 or 80 mm, and the transverse bores in the end sections and in the connecting section can also be correspondingly larger and, for example, 15 mm in the end portions and 20 or 30 mm in the connecting portion.
  • the hollow wall anchor essentially has a V shape in a side view.
  • the angle between the corresponding V-legs is greater than 90 °, but expediently also less than 160 °, this angle being measured between the connecting lines of the center of the transverse bores in the end sections to the center of the transverse bore in the connecting section, since the vertical Payload, which the cavity wall anchor receives when transporting a cavity wall, runs at least to a substantial extent essentially along this connecting line in the longitudinal direction of the legs of the angled flat steel material.
  • An excessively large angle between the V-legs beyond 160 ° would possibly cause a strong bending moment in the flat steel, while a small angle between the V-legs would require an increased use of material in order to bridge the distance between the two solid plate elements of a cavity wall .
  • a smaller angle between the V-elements means that the hollow wall anchor is essentially loaded by tensile forces, which can help to avoid any possible deformation.
  • an angle between the V-legs in the range between 90 and 160 ° represents a good compromise between, on the one hand, less use of material and, on the other hand, a favorable load primarily due to tensile forces.
  • the end sections of the hollow wall anchor have an end face which runs parallel to the bisector of the angled flat steel material. This leaves enough flat steel material between the eyelet or transverse bore, which creates the connection to a reinforcing steel inside a plate element, and the outer surface of the plate element, over which the end section of the hollow wall anchor cannot protrude, in order to prevent the eyelet or transverse bore from being torn out.
  • the maximum width of the flat steel material in the area of the connecting section is greater than in the end sections, for example the width of the flat steel material from the end sections to the center of the Connection section increase continuously.
  • the V angle along the outside of the V-shaped hollow wall anchor would then be somewhat smaller than the V angle along the inner edges of the V-shaped hollow wall anchor.
  • the present invention further relates to a cavity wall, consisting of at least two solid plate elements arranged parallel to one another, which are kept at a distance from one another by reinforcement elements partially integrated into the plate elements.
  • the cavity wall has at least one cavity wall anchor integrated in the plate elements according to one of claims 1 to 5.
  • the corresponding reinforcement anchors are arranged inside a formwork or together with a corresponding reinforcement cage so that a Reinforcing steel extends through the transverse bore or eyelet in an end section of the hollow wall anchor.
  • two or more corresponding hollow wall anchors are arranged along at least one end face of such a hollow wall or the hollow wall formwork, so that the eyelet or transverse bore of the connecting section is arranged near the end face of the formwork.
  • the angling of the flat steel material ensures that the corresponding end sections with the eyelets for the passage of a reinforcing steel are at a greater distance from the end faces of the formwork and, ultimately, cast into the formwork due to the angling, so that they are securely anchored in the plate elements of the cavity wall are.
  • the hollow wall anchor can either be flush with an end face of the hollow wall or can be set back slightly from the end face of the hollow wall, for example by 1 to 5 cm, from the plane of the end face into the interior of the hollow wall.
  • the hollow wall anchor or the flat steel from which the hollow wall anchor is made is effectively aligned in a plane perpendicular to the nearest end face and the plane defined by the plate elements of the cavity wall.
  • This orientation of the cavity wall anchor ensures that when the cavity wall is transported with the aid of hooks or ropes which are guided through the transverse bores in two cavity wall anchors arranged at a distance from one end face, the cavity wall anchor essentially only has to absorb tensile loads.
  • An inventive use of a hollow wall anchor consists in the use of the hollow wall anchors described above and defined in claims 1 to 5 in the manufacture of hollow walls with a maximum total weight of 5000 kg.
  • FIG. 1a You can see in the plan view from above Figure 1a a hollow wall anchor 10 in the form of an angled flat steel, the end sections 2 of which each have a transverse bore 4, and of which the angled connecting section 1 connecting the two end sections 2 likewise has a transverse bore 3.
  • the end sections 2 merge continuously and without any delimitation on the hollow wall anchor 10 into the connecting section 1 and are only distinguished in that they represent the sections of the two flat steel legs later cast into the plate elements.
  • the Figures 1b and 1c are views of the narrow sides of the hollow wall anchor according to a view Figure 1a from the right or from above.
  • the hollow wall anchor 10 has the shape of a flat steel which is angled in a V shape in the plan view and has a thickness of, for example, 8 mm and a width b of, for example, 40 to 50 mm.
  • the total length L of the V-shaped legs 1a, 1b, measured from the bisector W of the V-shape to the end faces of the end sections 2 along a line connecting the transverse bores 3, 4, is typically between 8 and 15 cm, which is a horizontal distance of corresponds to the two end faces 5 of the end sections 2 of approximately 14 to 28 cm, which in turn would correspond approximately to the total thickness of a cavity wall in which such a cavity wall anchor is installed.
  • the angle ⁇ between the two V-legs 1a, 1b, which define the connecting section 1, is approximately 120 to 140 °.
  • the width b of the legs 1a, 1b can, starting from the end faces 5 of the end sections 2 in the direction of the center of the connecting section 1, which is defined by the position of the bisector 6 of the legs 1a, 1b, increase continuously in order to avoid bending moments that occur can act on the cavity wall anchor 10 when transporting a cavity wall to be able to intercept even better.
  • the diameter of the cross bores 4 is expediently only slightly larger than the outer diameter of a corresponding reinforcing steel 33, which is part of a reinforcement cage 30 and is intended to be passed through the cross bores 4.
  • this should allow easy passage of the reinforcing steel 33 through the transverse bores 4, but on the other hand it should also already give the hollow wall anchor a certain hold, so that the plane of the hollow wall anchor 10 defined by the plane of the flat steel is essentially perpendicular both to the end face and to the Wall surface of a corresponding cavity wall extends, which in Reinforcement cage are defined by the formwork, which receive the reinforcement cage 30 before the plate elements 21, 22 of the hollow wall are cast.
  • the corresponding arrangement of two cavity wall anchors is exemplified on the basis of a section of a reinforcement cage and the slabs 21, 22 of a cavity wall 20 shown in dashed lines in FIG Figure 2 shown.
  • the reinforcement cage 30, which is generally arranged horizontally in a formwork (not shown), consists of interconnected, for example interwoven and braced, reinforcement steels 31, 32, which are partly located in an area of the formwork that is filled with concrete during the production of the cavity wall and partly that Bridge the area between the two remaining concrete slabs.
  • the reinforcement steels 31, 2 and 33 are preferably all connected to one another to form a reinforcement cage 30.
  • the cavity wall anchors 10 are effectively part of this reinforcement, in that they also extend with their end sections 2 into the areas which are filled by the concrete material of the plates 21, 22 and, moreover, bridge the gap between the plates 21, 22 through the connecting section 1 .
  • a reinforcing steel 33 of the reinforcement cage 30 extends through the eyelets 4 of the two hollow wall anchors 10, so that the hollow wall anchors 10 in the reinforcement cage are aligned such that the plane defined by the flat steel material of the hollow wall anchors 10 is perpendicular to the plane of the plates 21, 22 and at the same time also extends perpendicular to the upper end face of the hollow wall 20.
  • the hollow wall anchors 10 or their transverse bore 3 are easily accessible from the upper end face of the hollow wall without the hollow wall anchor protruding beyond the plane of the end face, which is the case when connecting corresponding hollow walls. could interfere with each other.
  • a hook or a ring coupling is passed through each of the transverse bores 3 of the cavity wall anchors on one end face, generally the upper end face, of a cavity wall 20, so that the cavity wall is raised and transported on the construction site and installed at a suitable location can.
  • the hollow wall anchor according to the invention can be produced very easily and in a material-saving manner and is particularly suitable for lighter hollow wall components weighing up to 5000 kg, although the area of use of these hollow wall anchors can also be easily expanded to larger and heavier hollow walls by dimensioning the flat steel material accordingly larger.
  • the installation of the cavity wall anchors in a corresponding reinforcement cage is not a major problem, and can already be done during the manufacture of the reinforcement cage or the prefabrication of reinforcement cages, as the reinforcement elements are in the area of the cavity walls are generally made anyway by a grid of reinforcing steels crossing at right angles. If required, two additional reinforcement steels 33 could also be inserted or introduced into the reinforcement cage, which extend through mutually aligned transverse bores 4 in the end sections 2 of the respective hollow wall anchors 10.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (9)

  1. Ancrage pour cloison creuse (10), constitué d'une partie métallique avec deux sections d'extrémité (2) pouvant être reliées respectivement à une parmi deux plaques (21, 22) parallèles d'une cloison creuse (20), et d'une section de liaison (1) reliant ensemble de manière solidaire les deux sections d'extrémité (2), dans lequel l'ancrage pour cloison creuse (10) est constitué d'un fer plat, et dans lequel les sections d'extrémité (2) ainsi que la section de liaison (1) de l'ancrage pour cloison creuse (10) présentent respectivement au moins un alésage transversal (3, 4), caractérisé en ce que le fer plat présente une forme en V en vue latérale et est coudé par rapport à un axe perpendiculaire au plan du fer plat et en ce que l'angle entre les bras du V (1a, 1b) est supérieur à 90° et les sections d'extrémité présentent une surface frontale (5) qui s'étend parallèlement à la bissectrice (W) du matériau de fer plat coudé, et en ce que le centre de l'alésage transversal, au moins au nombre de un, de la section de liaison se trouve sur la bissectrice du matériau de fer plat coudé.
  2. Ancrage pour cloison creuse selon la revendication 1, caractérisé en ce que le fer plat présente une épaisseur d'au moins 5 mm, de manière préférée d'au moins 8 mm, et une largeur, perpendiculairement à la ligne de liaison allant des alésages transversaux des sections d'extrémité jusqu'à l'alésage transversal de la section de liaison, d'au moins 30 mm, de manière préférée d'au moins 40 mm.
  3. Ancrage pour cloison creuse selon la revendication 1 ou 2, caractérisé en ce que la distance entre les alésages transversaux des sections d'extrémité et l'extrémité libre respective de la section d'extrémité est inférieure à 20 mm.
  4. Ancrage pour cloison creuse selon l'une des revendications précédentes, caractérisé en ce que les alésages transversaux ont dans les sections d'extrémité un diamètre d'au moins 8 mm et l'alésage transversal a dans la section de liaison un diamètre d'au moins 10 mm, de manière préférée d'au moins 12 mm.
  5. Ancrage pour cloison creuse selon l'une des revendications précédentes, caractérisé en ce que la largeur maximale (b) du matériau de fer plat dans la région de la section de liaison (1) est supérieure à celle présente au niveau des sections d'extrémité (2).
  6. Cloison creuse (20), constituée d'au moins deux éléments formant plaque (21, 22) massifs agencés parallèlement l'un à l'autre et maintenus à distance l'un de l'autre par des éléments d'armature (30, 31, 32, 33) partiellement intégrés dans les éléments formant plaque, caractérisée par au moins un ancrage pour cloison creuse (10) selon l'une des revendications 1 à 5 intégré dans les éléments formant plaque.
  7. Cloison creuse selon la revendication 6, caractérisée en ce que respectivement au moins un élément de renfort (33) s'étend à l'intérieur d'un élément formant plaque à travers l'alésage transversal (4) de la section d'extrémité (2) d'un ancrage pour cloison creuse.
  8. Cloison creuse selon la revendication 6 ou 7, caractérisée en ce que l'ancrage pour cloison creuse est prévu sur le bord ou la face frontale (40) de la cloison creuse (20) sans dépasser au-delà du bord de la cloison creuse en vue latérale.
  9. Utilisation d'un ancrage pour cloison creuse selon l'une des revendications 1 à 5 pour la fabrication de cloisons creuses (20) d'un poids total maximal de 5 000 kg.
EP15192016.2A 2014-11-07 2015-10-29 Cheville pour cloison creuse Active EP3026199B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202014105353.0U DE202014105353U1 (de) 2014-11-07 2014-11-07 Hohlwandanker

Publications (2)

Publication Number Publication Date
EP3026199A1 EP3026199A1 (fr) 2016-06-01
EP3026199B1 true EP3026199B1 (fr) 2020-07-22

Family

ID=54366019

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15192016.2A Active EP3026199B1 (fr) 2014-11-07 2015-10-29 Cheville pour cloison creuse

Country Status (3)

Country Link
EP (1) EP3026199B1 (fr)
DE (1) DE202014105353U1 (fr)
DK (1) DK3026199T3 (fr)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007022542A2 (fr) * 2005-08-18 2007-02-22 Screen Enclosure Technologies, Llc Poutres et joints pour veranda et procede de conception de veranda

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2518398C2 (de) * 1975-04-25 1984-07-26 Jürgen 7801 Umkirch Goldberg Einrichtung zum Heben und Transportieren von Betonfertigteilen o.dgl.
DE3325352A1 (de) * 1983-07-14 1985-02-21 Fricker, Siegfried, 7135 Wiernsheim Verbundanker einer schichtverbundplatte zur herstellung von gebaeudewaenden
US5857296A (en) * 1996-05-16 1999-01-12 Dayton Superior Corporation Concrete sandwich panel erection anchor
DE29909378U1 (de) * 1999-05-28 2000-10-05 Hebel Ag, 82275 Emmering Transportanker für quaderförmige Bauplatten aus Leichtbeton,inbesondere Porenbeton
DE10116673A1 (de) * 2001-04-04 2002-10-10 Hans-Werner Dausend Transportanker
DK2060704T3 (da) * 2007-11-13 2013-01-28 Bt Innovation Gmbh Ankerindretning

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007022542A2 (fr) * 2005-08-18 2007-02-22 Screen Enclosure Technologies, Llc Poutres et joints pour veranda et procede de conception de veranda

Also Published As

Publication number Publication date
DK3026199T3 (da) 2020-08-31
DE202014105353U1 (de) 2016-02-10
EP3026199A1 (fr) 2016-06-01

Similar Documents

Publication Publication Date Title
DE69802193T2 (de) Säule aus verbundstahl-beton
EP0338972A1 (fr) Elément de raccordement pour panneau en porte-à-faux
EP2610410A2 (fr) Elément de construction pour l'isolation thermique
EP2110486B1 (fr) Point d'ancrage pour ascenseur
DE102015200105A1 (de) Betonkonstruktion in Modulbauweise
DE3403537A1 (de) Balkonfertig-bauelement fuer gebaeude
EP1669505A1 (fr) Poutre composite en acier-béton avec support ignifuge pour éléments de plafond
EP1932978B1 (fr) Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui
EP2775063A1 (fr) Agencement de liaison destiné à la formation de produits finis en béton à double paroi
DE102011115772A1 (de) Gerüstanker mit Gerüstabstützung für Wärmedämmverbundsysteme
EP3026199B1 (fr) Cheville pour cloison creuse
EP2516761B1 (fr) Dispositif permettant de raccorder deux éléments de construction séparés par un joint et d'absorber des efforts de cisaillement apparaissant entre les éléments de construction
DE202017101837U1 (de) Doppelwandtransportanker für Gittersysteme
DE102006056916A1 (de) Kragplattenanschlusselement
DE102017102903A1 (de) Bewehrungsmaterial aus Flachstahl
EP1887155B1 (fr) Elément d'isolation thermique
EP3225758A1 (fr) Élément de raccordement d'isolement thermique entre un élément de bâtiment vertical et un élément de bâtiment horizontal
DE29914235U1 (de) Transportanker für Fertigmauerteile
DE841722C (de) Form zur Herstellung von Bauplatten
EP1229176A2 (fr) Element de connexion pour dalle en porte-a-faux
DE202012001342U1 (de) Transportanker für Doppelwände
DE102016118014A1 (de) Binder, insbesondere Dachbinder für eine Halle
AT10698U1 (de) Verbindungselement und hohlwandelement mit solchen verbindungselementen
DE102008002899A1 (de) Bauelement mit Edelstahlträger
DE102017111473A1 (de) Transportankersystem mit Abstandhalter

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

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

17P Request for examination filed

Effective date: 20160908

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

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20190322

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20200507

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502015013055

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1293512

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200815

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: 20200826

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

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: FI

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: 20200722

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: 20200722

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: 20201123

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: 20200722

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: 20200722

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: 20201022

Ref country code: SE

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: 20200722

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: 20201023

Ref country code: NO

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

Effective date: 20201022

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200722

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: 20200722

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: 20200722

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: 20201122

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502015013055

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: 20200722

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: 20200722

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: 20200722

Ref country code: IT

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: 20200722

Ref country code: CZ

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: 20200722

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

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: 20200722

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20201029

26N No opposition filed

Effective date: 20210423

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: 20200722

Ref country code: SK

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

Effective date: 20200722

Ref country code: LU

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

Effective date: 20201029

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: 20201031

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: 20200722

Ref country code: GB

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

Effective date: 20201029

Ref country code: LI

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

Effective date: 20201031

Ref country code: CH

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

Effective date: 20201031

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: 20201029

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: 20200722

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: 20200722

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: 20200722

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: 20200722

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

Ref country code: NL

Payment date: 20231019

Year of fee payment: 9

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

Ref country code: DK

Payment date: 20231024

Year of fee payment: 9

Ref country code: DE

Payment date: 20231026

Year of fee payment: 9

Ref country code: AT

Payment date: 20231020

Year of fee payment: 9

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

Ref country code: BE

Payment date: 20231019

Year of fee payment: 9