EP3161226B1 - Cheville d'ancrage - Google Patents
Cheville d'ancrage Download PDFInfo
- Publication number
- EP3161226B1 EP3161226B1 EP15732567.1A EP15732567A EP3161226B1 EP 3161226 B1 EP3161226 B1 EP 3161226B1 EP 15732567 A EP15732567 A EP 15732567A EP 3161226 B1 EP3161226 B1 EP 3161226B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- anchor
- anchor dowel
- concrete
- dowel
- tensile force
- 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
Links
- 239000004567 concrete Substances 0.000 claims description 55
- 230000002787 reinforcement Effects 0.000 claims description 14
- 239000004033 plastic Substances 0.000 claims description 12
- 229920003023 plastic Polymers 0.000 claims description 12
- 239000002184 metal Substances 0.000 claims description 6
- 238000009415 formwork Methods 0.000 description 15
- 238000010276 construction Methods 0.000 description 13
- 238000004519 manufacturing process Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 229920002292 Nylon 6 Polymers 0.000 description 1
- 229920010540 PA6 GF30 Polymers 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000001746 injection moulding Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4121—Elements with sockets with internal threads or non-adjustable captive nuts
-
- 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
-
- 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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
-
- 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
- E04B2002/8688—Scaffoldings or removable supports therefor
Definitions
- the invention relates to an anchor plug, according to the introductory part of claim 1, which is provided for pouring into a pourable, hardening mass, with a receptacle for an element to be held by means of the anchor plug.
- Anchor dowels of the type mentioned are known in the prior art. Such anchor anchors are used, among other things, for erecting walls, in particular double walls.
- a double wall is a mostly prefabricated wall construction, which is manufactured in the factory and is usually transported lying down with a truck to a construction site, where it is erected and moved into its installation position.
- the shells of the double wall are mostly made of concrete and connected to one another by lattice girders and have a cavity that is filled with concrete at the construction site.
- An advantage of double walls is that no formwork is required on the construction site for the production of walls.
- Another advantage is that the surface quality of the double walls is very good due to the fact that the double walls are manufactured at the factory.
- Double walls include, for example, double walls, thermal walls, hollow and filigree walls. In order to be able to load and move a double wall on the construction site, transport anchors are integrated in the manufacture of the double wall.
- sprouts which are anchored on the one hand to the corresponding wall and on the other hand to another component.
- the other component can be a further wall or a component running essentially perpendicular to the wall, for example in a floor or in a ceiling.
- High forces can act on the walls to be held, for example by wind pressure or by forces that arise during construction, e.g. B Stabilization loads or support loads.
- the forces are dissipated into the other component via the sprouts.
- the forces can be tensile or compressive forces.
- the anchors can only absorb certain and not particularly high forces. If a certain maximum force is exceeded, especially in the direction of pull, the concrete will be damaged and the anchorage may be torn out of the concrete. Experiments have shown that the tear-out is mostly non-uniform. The concrete is usually badly damaged afterwards. If cracks form, however, the maximum load-bearing capacity of the connection is reached and there is a sudden loss of load-bearing capacity. In this case, the wall could fall over directly and pose a hazard.
- the document FR 2510639 discloses an anchor plug according to the introductory part of claim 1.
- An anchor anchor according to the invention is used for installation in a pourable, hardening mass.
- a pourable hardening mass can be, for example, concrete.
- Other pourable, hardening compositions can also be used with the anchor dowel according to the invention, for example plastics.
- the anchor plug has a receptacle for an element to be held by means of the anchor plug, in particular a connecting element.
- a connecting element can u. a. a bolt, a screw, a threaded bolt or the like.
- the element can be fixed in the anchor dowel.
- the element can be an object to be held or a connection, e.g. a bolt, for example a sprout or the like.
- the anchor dowel has a surface pointing towards a direction of tensile force, which is essentially concavely curved.
- a direction of tensile force which is essentially concavely curved.
- Such a configuration of the surface pointing in the direction of the tensile force has the effect, on the one hand, that forces introduced via the element into the anchor dowel and the mass surrounding the anchor dowel, for example concrete, are distributed over a large area. This reduces stress peaks and thus local overloading of the material surrounding and holding the anchor dowel, so that it does not begin to burst, particularly if it is brittle. Instead, the tensile force introduced is distributed over the entire surface. The force dissipation is thus more homogeneous than with known anchor anchors.
- the direction of the tensile force can in particular coincide with the surface normal of the mass into which the anchor plug is inserted.
- the concave curvature can be realized by a conic section, in particular a parabolic or a hyperbolic contour.
- the surface pointing in the direction of the tensile force can be essentially rotationally symmetrical.
- a rotationally symmetrical surface creates a rotationally symmetrical compression stress ring in the event of tensile force.
- the tensile stresses resulting from the tensile stress are partially suppressed.
- the combination of a rotationally symmetrical surface and the concave curvature results in a higher load-bearing capacity of the anchor dowel than in the known anchor dowels.
- the direction of the tensile force can in particular coincide with the axis of symmetry of the anchor plug according to the invention.
- the anchor plug consists essentially of plastic.
- plastic has on the one hand a higher elasticity, as a result of which pressure differences can be compensated in the event of a load.
- plastic has a more flexible surface than metal, which means that pressure differences and voltage peaks can be reduced more effectively than when using metal.
- Plastic is usually more resistant than many other materials to the conditions that prevail when installed.
- a plastic component with a concave surface can be produced inexpensively, for example by injection molding.
- the receptacle in the anchor dowel according to the invention can be designed such that it has a through hole. This allows the greatest possible depth of insertion of the element to be held, which results in a high stability transversely to the direction of tensile force.
- Another aspect of the present invention relates to the provision of an internal thread in the receptacle.
- the element in particular the connecting element, can be screwed into the anchor dowel.
- the internal thread can be used to hold a nail plate.
- the anchor can be placed on a formwork, e.g.
- Nail plates are standard products in the manufacture of precast concrete and are available in every precast plant. They can be used to fix the anchor to the formwork and to ensure that no concrete gets into the through hole during shell production.
- the internal thread is part of a nut arranged on a surface pointing away from the direction of the tensile force.
- the internal thread can be made of a different material than the rest of the anchor anchor. Due to the arrangement of the nut on the surface pointing away from the direction of the tensile force, forces introduced via the nut are transmitted to the anchor dowel and distributed there
- the anchor plug is made of plastic.
- the nut can then be made from a metal that has a higher shear strength than plastic.
- different connecting elements can be taken into account by providing different nuts with different properties.
- the nut can, for example, be cast into the anchor dowel or can be inserted into it.
- the mother can be held in a form-fitting, friction-locking or material-locking manner.
- a bolt can be inserted into the anchor dowel, which is used to fix the components to be connected.
- a bolt can be inserted into the anchor dowel, which is used to fix the components to be connected.
- Another variant is the use of toggle plugs or bolts with a toggle function.
- Another aspect of the anchor plug according to the invention relates to the arrangement of a guide sleeve in the receptacle.
- a guide sleeve can be made of a different material than the receptacle itself.
- the holder itself like the rest of the anchor plug, can be made of plastic.
- the sleeve can be made of a stronger material than the anchor dowel, for example either of a harder plastic or of metal.
- At least one recess for contacting a reinforcement is provided in the surface.
- the installation on a reinforcement allows an additional introduction of force via the reinforcement and thus an increase in the maximum tensile forces that can be absorbed and a more ductile load-bearing behavior, so that the load-bearing capacity is still present even after an initial cracking in the concrete.
- a first independent subject of the present invention relates to a concrete component with at least one anchor plug according to one of the preceding claims.
- a corresponding concrete component is suitable for absorbing higher tensile forces than a concrete component with anchor bolts other than those according to the invention. On the one hand, this increases the resilience of the connection.
- a corresponding concrete component can be a concrete wall, for example.
- a first further idea of the concrete component according to the invention provides that the anchor dowel is flush with the concrete with one end face or is arranged recessed in the concrete component.
- a flush finish or a recessed arrangement allow a flat mounting of the element to be held on the anchor dowel, so that the concrete can serve as support all around the front.
- Another independent aspect but not according to the invention, relates to a method for producing a concrete component in which an anchor plug according to the invention is positioned in a formwork, the formwork then being poured out with concrete.
- Another aspect but not according to the invention, relates to a method according to the previous paragraph, wherein reinforcement is applied to the anchor anchor before positioning the anchor anchor or between positioning the anchor anchor and pouring.
- Another aspect but not according to the invention relates to a method according to the previous two paragraphs, wherein the anchor plug is positioned by means of a nail plate.
- the anchor plug is positioned in a formwork.
- the formwork can be provided, for example, by a formwork. Then the formwork is poured out with concrete. After the concrete has hardened, the concrete component is ready for use and the anchor plug can be used.
- reinforcement is applied to the anchor dowel.
- the reinforcement can rest on the concave surface.
- the reinforcement can absorb some of the forces in the event of a load and result in a more ductile load-bearing behavior of the anchor anchor.
- Another aspect of the method provides that the essentially concavely curved and in particular rotationally symmetrical surface is aligned in the direction of a surface normal of a surface of the concrete component to be cast. In this way, an even distribution of force in the event of tractive force and a high load capacity can be achieved.
- the anchor plug can be positioned in the formwork by means of a nail plate.
- the nail plate can be removed after pouring the concrete component.
- Fig. 1A shows a plan view of an anchor dowel 2 according to the invention.
- the viewing direction runs counter to a tensile force direction Z.
- the tensile force direction Z thus points into the plane of the illustration.
- a surface 4 of the anchor plug 2 is also rotationally symmetrical.
- the anchor plug 2 has a receptacle 6.
- the receptacle 6 is arranged in the center, that is to say also rotationally symmetrically about the same axis of symmetry.
- the receptacle 6 is designed as a through hole.
- a nut 8 is arranged on the underside, ie the side opposite the surface 4. The nut 8 is used to screw a connecting element.
- the anchor plug 2 is made of plastic, in particular of glass fiber reinforced plastic.
- the material can be PA6 GF30, i.e. polyamide 6 with 30% glass fiber.
- Figure 1B shows a cross section through the anchor plug 2 along the section line AA according to Fig. 1 .
- the surface 4, which is oriented in the tensile force direction Z, is concavely curved.
- the concave curvature causes a rotationally symmetrical and uniform loading of the surrounding concrete, in which a rotationally symmetrical compression stress ring is formed.
- tensile stresses resulting from the tensile stress are partially suppressed and a higher load-bearing capacity of the anchor plug 2 is achieved.
- the nut 8 is arranged from an underside 10 which is oriented opposite the tensile force direction Z.
- a recess 12 is formed in the surface 10, in which the nut 8 is inserted.
- the nut can be completely embedded in the anchor plug 2.
- the anchor anchor 2 has an end face 14 which can be installed flush or recessed with the concrete.
- Figure 2A show a plan view of an anchor dowel 2 'according to the invention in a second embodiment.
- 1B In addition to the anchor plug 2 according to 1A, 1B are two recesses 9 made in the surface 4, which are provided for contact with a reinforcement.
- Figure 2B shows a sectional view along the section line AA of the anchor plug 2 ' Figure 2A .
- a reinforcement 38 is arranged in the recesses 9.
- Fig. 3 shows a side view of a wall structure 20 which is constructed with the aid of an anchor plug 2 according to the invention.
- the wall construction has a double wall 22 which stands on a concrete component 24.
- the concrete component 24 can be a floor slab or a foundation or a ceiling.
- horizontal supports against other components are also possible.
- a sprout is mounted horizontally on the anchor plug 2 according to the invention.
- the double wall 22 is supported by means of a sprout 26.
- the sprout 26 is not as described in the previous paragraph, but is held in the double wall 22 by means of a head point anchoring 28 and in the concrete component 24 by means of a foot point anchoring 30.
- the head anchor 28 is fixed to an anchor plug 2, which in Fig. 3 is not visible, but according to the execution Figures 1 and 2nd corresponds.
- Fig. 4 shows an enlarged sectional view through the wall construction Fig. 3 with an anchor plug 2 according to the invention in the first embodiment.
- the double wall 22 in which the anchor plug 2 is mounted corresponds to a generally known structure with two ones Cavity-forming concrete shells, wherein core insulation can be accommodated in the cavity.
- the core insulation is in contact with the shell, which later forms the outer shell of a building wall.
- the sprout 26 is shown in two different positions.
- the sprout 26 can, as in Fig. 3 , be guided diagonally down to a base anchor or it can be supported horizontally on another wall.
- the horizontal support means that several walls can be supported with fewer sprouts.
- the sprout 26 is fixed to the anchor plug 2 by means of a connecting joint 34.
- the connection joint 34 has a plate 34.1 with a through hole 34.2 through which a screw 36 can be screwed into the nut 8 of the anchor plug 2.
- the sprout is attached to a flange 34.3 attached to the plate 34.1.
- the sprout can alternatively be connected to the anchor dowel 2 in another way, e.g. directly.
- Fig. 5 shows a sectional view through the wall construction with an anchor plug 2 'according to the invention in the second embodiment.
- a reinforcement 38 is arranged in the double wall 22 such that it rests on the surface 4 of the anchor plug 2. In this way, a more ductile load transfer behavior can be achieved, whereby the load capacity of the anchor plug 2 increases further.
- an anchor plug 2 is arranged in a steel formwork 40 by means of a nail plate 32.
- the bottom of the steel formwork 40 defines the outside of the concrete component to be cast, so that the nail plate 32 will initially be arranged flush in the concrete component. After pouring, the nail plate 32 is removed and the resulting hole can be filled with a suitable cement.
- Fig. 6B it is shown that the steel formwork 40 is poured with concrete 42.
- the anchor plug 2 is dimensioned such that its underside 10 protrudes from the concrete 42 in order to prevent the nut 8 from being contaminated with concrete and made unusable.
- the nut can be protected against contamination by means of a cover, for example made of adhesive tape.
- FIG. 6 C and D show the production of a concrete component according to the second embodiment.
- a reinforcement 38 is inserted, which rests on the surface 4 of the anchor plug 2' in the recesses 9.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Claims (11)
- Cheville d'ancrage, qui est prévue pour être moulée dans une masse durcissante, versable, en particulier du béton (42), avec un logement (6) pour un élément de liaison (34, 36) à maintenir au moyen de la cheville d'ancrage (2, 2'), dans laquelle la cheville d'ancrage (2, 2') présente une surface (10) opposée au sens d'une force de traction (Z) et une surface (4) dirigée vers le sens de la force de traction (Z), dans laquelle la surface (4) dirigée vers le sens de la force de traction (Z) est essentiellement incurvée de manière concave de sorte qu'une force de traction exercée est distribuée sur toute la surface de la masse durcissante, versable entourant la cheville d'ancrage, et le logement (6) présente un filetage intérieur (8) pour le vissage avec l'élément de liaison (36),
caractérisée en ce que
la cheville d'ancrage (2, 2') se compose essentiellement de plastique, et
la partie du filetage intérieur d'un écrou (8) agencé au niveau de la surface (10) opposée au sens de la force de traction (Z) est en métal. - Cheville d'ancrage selon la revendication 1, caractérisée en ce que la courbure concave est réalisée par une section conique, en particulier un contour de forme parabolique ou de forme hyperbolique.
- Cheville d'ancrage selon la revendication 1 ou 2, caractérisée en ce que la surface (4) dirigée vers le sens de la force de traction (Z) est présente essentiellement une symétrie de révolution.
- Cheville d'ancrage selon l'une quelconque des revendications précédentes, caractérisée en ce que le logement (6) présente un perçage traversant.
- Cheville d'ancrage selon l'une quelconque des revendications 1 à 4, caractérisée en ce qu'un boulon fileté ou une vis (36) en tant qu'élément de liaison est vissé dans le filetage intérieur (8) du logement (6).
- Cheville d'ancrage selon l'une quelconque des revendications précédentes, caractérisée en ce qu'une douille de guidage est insérée dans le logement (6).
- Cheville d'ancrage selon l'une quelconque des revendications précédentes, caractérisée en ce qu'au moins un évidement (9) pour l'application contre une armature (38) est prévu dans la surface (4).
- Composant en béton avec au moins une cheville d'ancrage (2, 2') selon l'une quelconque des revendications précédentes.
- Composant en béton selon la revendication 8, caractérisé en ce que la partie frontale (14) de cheville d'ancrage (2, 2') se termine au même niveau que le composant en béton (22) ou est disposée en profondeur dans l'élément en béton (22).
- Composant en béton selon la revendication 8 ou 9, caractérisé en ce qu'une armature (38) est plaquée contre la surface (4) de la cheville d'ancrage (2, 2').
- Composant en béton selon la revendication 8, 9 ou 10, caractérisé en ce qu'il présente une double paroi (22), dans laquelle deux coques en béton forment une cavité, dans lequel la cheville d'ancrage (2) est montée dans la double paroi.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL15732567T PL3161226T3 (pl) | 2014-06-24 | 2015-06-17 | Kołek kotwiący |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102014108836.0A DE102014108836A1 (de) | 2014-06-24 | 2014-06-24 | Ankerdübel |
PCT/EP2015/063558 WO2015197441A1 (fr) | 2014-06-24 | 2015-06-17 | Cheville d'ancrage |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3161226A1 EP3161226A1 (fr) | 2017-05-03 |
EP3161226B1 true EP3161226B1 (fr) | 2020-07-29 |
Family
ID=53496641
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15732567.1A Active EP3161226B1 (fr) | 2014-06-24 | 2015-06-17 | Cheville d'ancrage |
Country Status (10)
Country | Link |
---|---|
EP (1) | EP3161226B1 (fr) |
DE (1) | DE102014108836A1 (fr) |
DK (1) | DK3161226T3 (fr) |
ES (1) | ES2811826T3 (fr) |
HU (1) | HUE050435T2 (fr) |
MY (1) | MY180811A (fr) |
PL (1) | PL3161226T3 (fr) |
SA (1) | SA516380580B1 (fr) |
SG (1) | SG11201610810SA (fr) |
WO (1) | WO2015197441A1 (fr) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016124100A1 (de) | 2016-12-12 | 2018-06-14 | Benteler Automobiltechnik Gmbh | Achs- oder Fahrwerksbauteil für ein Kraftfahrzeug |
KR102562296B1 (ko) * | 2023-02-02 | 2023-07-31 | 이상춘 | 도어스토퍼 설치용 무타공 접착식 어뎁터 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1022826A (en) * | 1910-05-05 | 1912-04-09 | E J Couper | Anchor for concrete construction. |
FR573784A (fr) * | 1923-11-24 | 1924-06-30 | Limousin Et Cie | Procédé de fixation dans le béton de pièces métalliques à l'aide de vis ou tirefonds vissés dans une armature métallique |
US2214756A (en) * | 1937-04-07 | 1940-09-17 | James Rice | Anchor for use in concrete |
FR2510639A3 (fr) * | 1981-07-30 | 1983-02-04 | Arteon Marcel | Dispositif pour l'ancrage de tiges de fixation, en particulier dans l'industrie du batiment et des travaux publics |
US5226770A (en) * | 1991-12-09 | 1993-07-13 | Watson Richard J | Pipe hanger nut assembly |
DE19653985A1 (de) * | 1996-12-21 | 1998-06-25 | Daniel Maechtle | Einrichtung zum Anbringen von Bolzenankern an Betonbauwerken |
-
2014
- 2014-06-24 DE DE102014108836.0A patent/DE102014108836A1/de not_active Withdrawn
-
2015
- 2015-06-17 SG SG11201610810SA patent/SG11201610810SA/en unknown
- 2015-06-17 WO PCT/EP2015/063558 patent/WO2015197441A1/fr active Application Filing
- 2015-06-17 HU HUE15732567A patent/HUE050435T2/hu unknown
- 2015-06-17 DK DK15732567.1T patent/DK3161226T3/da active
- 2015-06-17 MY MYPI2016002275A patent/MY180811A/en unknown
- 2015-06-17 ES ES15732567T patent/ES2811826T3/es active Active
- 2015-06-17 PL PL15732567T patent/PL3161226T3/pl unknown
- 2015-06-17 EP EP15732567.1A patent/EP3161226B1/fr active Active
-
2016
- 2016-12-22 SA SA516380580A patent/SA516380580B1/ar unknown
Non-Patent Citations (1)
Title |
---|
None * |
Also Published As
Publication number | Publication date |
---|---|
HUE050435T2 (hu) | 2020-12-28 |
DK3161226T3 (da) | 2020-08-24 |
MY180811A (en) | 2020-12-09 |
SA516380580B1 (ar) | 2021-05-17 |
DE102014108836A1 (de) | 2015-12-24 |
WO2015197441A1 (fr) | 2015-12-30 |
PL3161226T3 (pl) | 2020-12-28 |
SG11201610810SA (en) | 2017-01-27 |
ES2811826T3 (es) | 2021-03-15 |
EP3161226A1 (fr) | 2017-05-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP3085843B1 (fr) | Dispositif et procédé de couplage thermique de parties betonnées de bâtiment | |
DE202010007750U1 (de) | Ertüchtigtes Fundament | |
EP3690159A1 (fr) | Enveloppe de bâtiment et procédé d'isolement thermique des enveloppes de bâtiment en béton | |
DE202006021070U1 (de) | Befestigungs-Anker zum Einschrauben in ein Bohrloch sowieAnordnung mit einem derartigen Befestigungs-Anker | |
EP2715013B1 (fr) | Ensemble d'assemblage et procédé de production d'une consolidation contre la perforation, d'un renfort de force transversale supplémentaire ou d'un raccordement d'armature | |
EP2610410A2 (fr) | Elément de construction pour l'isolation thermique | |
EP0059171A1 (fr) | Boulon et canon pour la prise et la transmission d'une force transversale | |
EP3569795B1 (fr) | Dispositif de positionnement d'une ancre de transport | |
EP3161226B1 (fr) | Cheville d'ancrage | |
EP3190244A1 (fr) | Douille filetée d'ancrage d'éléments de construction dans un ouvrage en béton et entretoise tubulaire | |
WO2014170339A1 (fr) | Bouchon d'obturation de trous traversants dans des produits en béton | |
DE202009004831U1 (de) | Bauwerkanker sowie Bauwerkankersystem | |
EP2893139B1 (fr) | Ensemble d'ancrage haute résistance d'un élément de précontrainte dans une pièce, l'élément de précontrainte comportant une tige de précontrainte, et procédé de production dudit ancrage | |
EP1847666A1 (fr) | Dispositif d'ancrage pour lier des planches de coffrage | |
EP3191655B1 (fr) | Module muni d'un élément de construction | |
EP1387910B1 (fr) | Element de raccordement et procede de raccordement d'un composant en beton prefabrique a une partie d'un immeuble | |
EP0697489A1 (fr) | Bruits de chocs réfrénant élément d'appui | |
EP2042657A1 (fr) | Dispositif pour l'ancrage de chaperons sur la superstructure de constructions | |
DE102007034500B4 (de) | Spannschraube für den Schalungsbau, sowie Spannschraubenanordnung für den Schalungsbau | |
AT521549B1 (de) | Verfahren zur Herstellung einer Verankerung für ein Zugglied in einer Betonplatte | |
EP4006267B1 (fr) | Système d'ancrage de transport pour une pièce en béton | |
EP3839162B1 (fr) | Composant thermo-isolant destiné à être utilisé dans une fente de séparation entre deux parties de construction | |
AT513575B1 (de) | Vorrichtung zur Befestigung eines Rahmenelements einer Maschine | |
DE19806164A1 (de) | Trittschalldämmendes Auflagerelement | |
EP0563006A1 (fr) | Elément de répartition des efforts pour un ancrage |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE |
|
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: REQUEST FOR EXAMINATION WAS MADE |
|
17P | Request for examination filed |
Effective date: 20161213 |
|
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 |
|
DAV | Request for validation of the european patent (deleted) | ||
DAX | Request for extension of the european patent (deleted) | ||
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: 20180215 |
|
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: 20191029 |
|
GRAJ | Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
INTC | Intention to grant announced (deleted) | ||
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: PAPE, HEINZ, DR.-ING. |
|
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: 20200110 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAJ | Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR1 |
|
GRAL | Information related to payment of fee for publishing/printing deleted |
Free format text: ORIGINAL CODE: EPIDOSDIGR3 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
GRAR | Information related to intention to grant a patent recorded |
Free format text: ORIGINAL CODE: EPIDOSNIGR71 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
INTC | Intention to grant announced (deleted) | ||
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 |
|
INTG | Intention to grant announced |
Effective date: 20200602 |
|
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 |
|
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: AT Ref legal event code: REF Ref document number: 1295971 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: DE Ref legal event code: R096 Ref document number: 502015013116 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: DK Ref legal event code: T3 Effective date: 20200818 |
|
REG | Reference to a national code |
Ref country code: FI Ref legal event code: FGE |
|
REG | Reference to a national code |
Ref country code: SE Ref legal event code: TRGR |
|
REG | Reference to a national code |
Ref country code: NO Ref legal event code: T2 Effective date: 20200729 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: FP |
|
REG | Reference to a national code |
Ref country code: SK Ref legal event code: T3 Ref document number: E 35236 Country of ref document: SK |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: HU Ref legal event code: AG4A Ref document number: E050435 Country of ref document: HU |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20201130 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: 20201029 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: 20200729 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: 20200729 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: 20201030 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
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: 20200729 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: 20200729 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: 20201129 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2811826 Country of ref document: ES Kind code of ref document: T3 Effective date: 20210315 |
|
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: 20200729 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: 20200729 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502015013116 Country of ref document: DE |
|
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: 20200729 |
|
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 |
|
26N | No opposition filed |
Effective date: 20210430 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NO Payment date: 20210621 Year of fee payment: 7 |
|
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: 20200729 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IE Payment date: 20210622 Year of fee payment: 7 |
|
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: 20200729 |
|
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: 20210617 |
|
REG | Reference to a national code |
Ref country code: NO Ref legal event code: MMEP |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NO Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220630 Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220617 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20200729 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230525 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20230605 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20230704 Year of fee payment: 9 Ref country code: CH Payment date: 20230702 Year of fee payment: 9 |
|
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: 20200729 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20240625 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240617 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DK Payment date: 20240625 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20240610 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CZ Payment date: 20240528 Year of fee payment: 10 Ref country code: AT Payment date: 20240618 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SK Payment date: 20240529 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: RO Payment date: 20240612 Year of fee payment: 10 Ref country code: FR Payment date: 20240625 Year of fee payment: 10 Ref country code: FI Payment date: 20240610 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20240607 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SE Payment date: 20240625 Year of fee payment: 10 Ref country code: HU Payment date: 20240531 Year of fee payment: 10 Ref country code: BE Payment date: 20240606 Year of fee payment: 10 |