EP2937492A1 - Bracket anchor - Google Patents

Bracket anchor Download PDF

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Publication number
EP2937492A1
EP2937492A1 EP14003263.2A EP14003263A EP2937492A1 EP 2937492 A1 EP2937492 A1 EP 2937492A1 EP 14003263 A EP14003263 A EP 14003263A EP 2937492 A1 EP2937492 A1 EP 2937492A1
Authority
EP
European Patent Office
Prior art keywords
support
anchor
console
welded
boom
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.)
Granted
Application number
EP14003263.2A
Other languages
German (de)
French (fr)
Other versions
EP2937492B1 (en
Inventor
Richard Morsink
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.)
Leviat GmbH
Original Assignee
Halfen GmbH and Co KG
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Filing date
Publication date
Application filed by Halfen GmbH and Co KG filed Critical Halfen GmbH and Co KG
Priority to PL14003263T priority Critical patent/PL2937492T3/en
Publication of EP2937492A1 publication Critical patent/EP2937492A1/en
Application granted granted Critical
Publication of EP2937492B1 publication Critical patent/EP2937492B1/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
    • E04F13/0841—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements engaging the outer surface of the covering elements, not extending through the covering
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
    • E04F13/0857—Supporting consoles, e.g. adjustable only in a direction parallel 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
    • E04B1/38—Connections for building structures in general
    • 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
    • E04B1/388—Separate connecting elements
    • E04B2001/389—Brackets

Definitions

  • the invention relates to a console anchor for supporting a front of an outer wall or an outer wall element of a building at a distance superior thereto facing wall or facade panel of the type mentioned in the preamble of claim 1.
  • a device for fixing ventilated facade panels comprises a mounted by means of a fastening screw to a building exterior wall support member which is provided with a arranged at a predetermined distance from the building wall and vertically upwardly directed leg.
  • a support member is fixed, which is designed substantially U-shaped and has the shape of a downwardly open bracket. To fasten the facade panel, the support element is pushed onto the vertical leg of the support element.
  • the GB 2 339 219 A describes a console for supporting bricks of a masonry facing on a house wall.
  • the console consists of a support element and a welded thereto angle iron, which has a horizontal leg on which the bricks are supported.
  • the support element comprises a back plate with openings which serve for the passage of fastening screws to secure the console to the house wall.
  • the facade panels are indirectly connected via support anchors to the support structure.
  • anchor bolts are anchored, where the support anchor are attached.
  • a rail is attached, which is provided with a support bolt which carries the facade element.
  • the US 6,128,883 describes a bracket assembly for bricks, the console comprising a back wall and a pair of side panels molded thereto.
  • a recess is provided with a horizontal support surface and a vertical upward slot. These recesses serve to receive an angle element whose horizontal leg carries the bricks.
  • the console has on its rear wall an opening so that the console can be plugged onto the threaded portion of a bolt embedded in a building wall and fastened by means of a screw-nut.
  • the invention has for its object to provide a bracket anchor of the type mentioned, which is easier to handle with respect to its attachment and which is particularly well suited for use in prefabricated, multi-layer wall elements.
  • bracket anchor with the features of claim 1.
  • Insoluble in the sense of claim 1 also means that the console can be made completely from a sheet or flat steel with upset anchors and anchoring heads and in this way in one piece.
  • the boom and the support anchor made of stainless steel or galvanized steel and are welded together.
  • the console anchor is resistant to corrosion and the welded joint can withstand high mechanical loads.
  • the boom has two parallel edges, being welded to one edge of the support armature.
  • a support member is welded, which includes a head for support on the wall of the building. It is expedient that a plate made of a thermally insulating material is arranged on the head in order to achieve thermal decoupling.
  • bracket anchor that at the other edge, another support armature is welded.
  • the boom has a directed to the facing wall or to the facing brickwork or the facade panel edge, at the lower end serving as a supporting part angle element is welded.
  • This angle element carries the facing masonry or the facade panel.
  • the angle element is also preferably made of stainless steel.
  • the boom has two parallel edges which are orthogonal to the edge to which the support armature is welded, and in that a respective retaining anchor is welded to these two edges.
  • these retaining anchors preferably have a head, and they are embedded with this in a consisting of a curable material support member.
  • this material is a mortar or concrete.
  • the angle element comprise a leg directed away from the boom, on which a holding element is arranged.
  • a holding element serves, for example, for fastening devices on the underside of the leg, for example for attaching a roller shutter box.
  • a bracket anchor 1 is shown, which is fastened to a concrete wall 2 and which carries a facing brick or a masonry 3, for example, bricks 4 (clinker).
  • the bracket anchor 1 has a boom 5 with a non-releasably attached thereto support armature 6, a non-detachably mounted support member 18 and also a non-detachable attached support member 10.
  • the bracket anchor 1 is thus made in one piece.
  • the boom comprises a first section 15 and a second section 16.
  • the first section 15 has a masonry 3 facing the front edge 22, at the lower end of the support member 10 is arranged.
  • the support member 10 is an approximately L-shaped in cross-section angle element 12 which is connected to a leg 13 at the front edge 22 with the boom 5.
  • Another leg 14 serves to support the masonry 3rd
  • the second section 16 of the boom 5 has two parallel edges 11 and 17.
  • the support armature 6 comprises a shaft 7 and a head 8 integrally formed on one end thereof and another end 9 which is connected to the boom 5 in a non-releasable manner at the edge 11.
  • the bracket anchor 1 is preferably made of a stainless steel, but it is also a version made of galvanized steel possible.
  • the support member 10 and the support armature 6 and the support member 18 are connected to the boom 5, preferably by welding inextricably. As a result, the bracket anchor 1 is in one piece.
  • the support member 18 is arranged, which comprises a shaft 19 and the concrete wall 2 facing head 21, wherein the support member 18 is also connected by welding the shaft 19 at the edge 17 inextricably linked to the boom 5.
  • a plate 20 is disposed of a thermally insulating material as an intermediate layer over which the support element is supported on the concrete wall 2.
  • the support anchor 6 is embedded in the illustrated example in the concrete wall 2 and takes up substantially acting on him tensile and shear forces.
  • the support member 18 acts only as a thrust bearing.
  • a Konsolanker 25 is shown, which is intended for use on a concrete wall and a Masonry shell according to Fig. 1 should wear.
  • the bracket anchor 25 includes a boom 26, which in the in Fig. 2 shown side view substantially the shape of a rectangle with a sloping edge 27, which is connected to the edge 11, to which the end 9 of the shaft 7 is welded from the support armature 6, connected.
  • the support armature 6 in this embodiment is also provided in the concrete wall 2 ( Fig. 1 ) to be embedded.
  • the bracket anchor 25 is preferably made of stainless steel.
  • the boom 26 has a masonry 3 ( Fig. 1 ) facing edge 24, at the lower end of the support member 10 is fixed, as well as the support member in Fig. 1 ,
  • the shape of the support member 10 in the FIGS. 1 and 2 is identical, therefore, the reference numerals for the same parts agree.
  • the support member 18 is welded, which also has a plate 20 at its head 21 as to Fig. 1 described.
  • a holding element 28 which is used for fastening devices on the underside of the leg 14th serves, for example, for attaching a roller shutter box.
  • a holding element may for example be a threaded sleeve for receiving a screw.
  • a console anchor 30 is shown, which is attached to a concrete wall 29 and carries a facing brick 3.
  • the bracket anchor 30 comprises a boom 31 with the support anchor 6 undetachably attached thereto and another support anchor 32 permanently attached to the boom 31.
  • the boom 31 has the parallel edges 11 and 17, the support anchor 6 with its end 9 of the shaft 7 the edge 11 is preferably welded and the further support armature 32 at the edge 17.
  • the further support armature 32 has a shorter and with respect to the cross-section smaller shaft 33 than the support armature 6, but also has a head 34.
  • Both support anchors 6 and 32 are embedded in the concrete wall 29, wherein the support armature 6 transmits substantially the tensile and shear forces and the support armature 32 substantially the compressive forces and shear forces.
  • a the support armature 6 facing away from the end 35 of the boom 31 has parallel edges 36, 37, to which retaining anchor 38, 39 are attached.
  • the retaining anchors 38, 39 each have a head 40 and a shaft 41, 42, wherein the length of the shafts 41, 42 may be different or the same.
  • the shafts 41, 42 of the retaining anchor 38, 39 are the same length.
  • the boom 31, the support armature 6, 32 and the retaining anchor 38, 39 are preferably made of stainless steel, alternatively, an embodiment is made galvanized steel possible.
  • the retaining anchors 38, 39 are embedded with their heads 40 and a partial length of the shafts 41, 42 in a support member 43 which consists of a castable, hardening material, such as mortar or concrete and is shaped as a cuboid. On the top of this cuboid masonry 3 is supported.
  • console anchor according to the embodiments described above and alternative embodiments are particularly suitable for use in prefabricated, multi-layer wall elements in which the supporting layer consists of concrete and which on the outside have a front layer, for example, decorative panels, facing bricks or stone facing, wherein the gap between the supporting layer 2, 29 and the outer layer 3 may also be completely or partially filled with heat-insulating material.
  • This front layer is supported by the anchors firmly anchored by embedding in the concrete wall.

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

Abstract

Ein Konsolanker (1, 25, 30) dient zum Tragen einer vor einer Außenwand (2, 29) oder einem Außenwandelement eines Gebäudes in einem Abstand dazu vorgesetzten Vormauerschale (3) oder Fassadenplatte. Der Konsolanker (1, 25, 30) umfasst mindestens einen Traganker (6), einen Ausleger (5, 26, 31) und ein Tragteil (10, 43), auf dem die Vormauerschale oder die Fassadenplatte abgestützt ist. Der Traganker (6) und das Tragteil (10, 43) sind unlösbar an dem Ausleger angeordnet und somit ist der Konsolanker einstückig ausgeführt.A bracket anchor (1, 25, 30) serves to support a front wall shell (3) or facade panel provided in front of an exterior wall (2, 29) or an exterior wall element of a building at a distance therefrom. The bracket anchor (1, 25, 30) comprises at least one support anchor (6), a boom (5, 26, 31) and a support member (10, 43) on which the facing wall or the facade panel is supported. The support armature (6) and the support member (10, 43) are arranged undetachably on the boom and thus the bracket anchor is made in one piece.

Description

Die Erfindung betrifft einen Konsolanker zum Tragen einer vor einer Außenwand oder einem Außenwandelement eines Gebäudes in einem Abstand dazu vorgesetzten Vormauerschale oder Fassadenplatte der im Oberbegriff des Anspruchs 1 genannten Gattung.The invention relates to a console anchor for supporting a front of an outer wall or an outer wall element of a building at a distance superior thereto facing wall or facade panel of the type mentioned in the preamble of claim 1.

Aus der EP 1 072 733 A2 ist eine Vorrichtung zum Befestigen von hinterlüfteten Fassadenplatten bekannt. Diese Vorrichtung umfasst ein mittels einer Befestigungsschraube an einer Gebäudeaußenwand angebrachtes Abstützelement, das mit einem in einem vorbestimmten Abstand zur Gebäudewand angeordneten und vertikal nach oben gerichteten Schenkel versehen ist. Auf der Rückseite der Fassadenplatte ist ein Tragelement befestigt, das im Wesentlichen U-förmig gestaltet ist und die Form eines nach unten offenen Bügels besitzt. Zur Befestigung der Fassadenplatte wird das Tragelement auf den vertikalen Schenkel des Abstützelementes geschoben.From the EP 1 072 733 A2 a device for fixing ventilated facade panels is known. This device comprises a mounted by means of a fastening screw to a building exterior wall support member which is provided with a arranged at a predetermined distance from the building wall and vertically upwardly directed leg. On the back of the facade panel, a support member is fixed, which is designed substantially U-shaped and has the shape of a downwardly open bracket. To fasten the facade panel, the support element is pushed onto the vertical leg of the support element.

Die GB 2 339 219 A beschreibt eine Konsole zum Tragen von Ziegelsteinen einer gemauerten Verblendung an einer Hauswand. Die Konsole besteht aus einem Tragelement und einem daran angeschweißten Winkeleisen, das einen waagerechten Schenkel aufweist, auf dem die Ziegelsteine abgestützt werden. Das Tragelement umfasst eine Rückenplatte mit Öffnungen, die zum Durchtritt von Befestigungsschrauben dienen, um die Konsole an der Hauswand zu befestigen.The GB 2 339 219 A describes a console for supporting bricks of a masonry facing on a house wall. The console consists of a support element and a welded thereto angle iron, which has a horizontal leg on which the bricks are supported. The support element comprises a back plate with openings which serve for the passage of fastening screws to secure the console to the house wall.

In der EP 0 433 656 A1 ist eine an einer Tragstruktur befestigte Gebäudefassade beschrieben, wobei die Fassadenplatten indirekt über Traganker mit der Tragstruktur verbunden sind. In der Tragstruktur sind Tragankerbolzen verankert, an denen die Traganker befestigt sind. Am Traganker ist eine Schiene befestigt, die mit einem Auflagebolzen versehen ist, der das Fassadenelement trägt.In the EP 0 433 656 A1 is described a fixed to a support structure building facade, the facade panels are indirectly connected via support anchors to the support structure. In the support structure anchor bolts are anchored, where the support anchor are attached. On the support anchor a rail is attached, which is provided with a support bolt which carries the facade element.

Die US 6,128,883 beschreibt eine Konsolenanordnung für Ziegelsteine, wobei die Konsole eine Rückwand und ein Paar daran angeformter seitlicher Platten umfasst. In den seitlichen Platten ist jeweils eine Ausnehmung vorgesehen mit einer waagerechten Stützfläche und einem vertikalen nach oben gerichteten Schlitz. Diese Ausnehmungen dienen zur Aufnahme eines Winkelelementes, dessen waagerechter Schenkel die Ziegelsteine trägt. Die Konsole weist an ihrer Rückwand eine Öffnung auf, so dass die Konsole auf den Gewindeabschnitt eines in einer Gebäudewand eingebetteten Bolzens gesteckt und mittels einer aufschraubbaren Mutter befestigt werden kann.The US 6,128,883 describes a bracket assembly for bricks, the console comprising a back wall and a pair of side panels molded thereto. In the lateral plates in each case a recess is provided with a horizontal support surface and a vertical upward slot. These recesses serve to receive an angle element whose horizontal leg carries the bricks. The console has on its rear wall an opening so that the console can be plugged onto the threaded portion of a bolt embedded in a building wall and fastened by means of a screw-nut.

Der Erfindung liegt die Aufgabe zugrunde, einen Konsolanker der eingangs genannten Gattung zu schaffen, der bezüglich seiner Befestigung einfacher zu handhaben ist und der sich für den Einsatz in vorgefertigte, mehrschichtige Wandelemente besonders gut eignet.The invention has for its object to provide a bracket anchor of the type mentioned, which is easier to handle with respect to its attachment and which is particularly well suited for use in prefabricated, multi-layer wall elements.

Diese Aufgabe wird durch einen Konsolanker mit den Merkmalen des Anspruchs 1 gelöst. Unlösbar im Sinne des Anspruchs 1 bedeutet auch, dass die Konsole komplett aus einem Blech oder Flachstahl mit angestauchten Ankern und Verankerungsköpfen und auf diese Weise einstückig hergestellt sein kann.This object is achieved by a bracket anchor with the features of claim 1. Insoluble in the sense of claim 1 also means that the console can be made completely from a sheet or flat steel with upset anchors and anchoring heads and in this way in one piece.

In bevorzugter Ausgestaltung der Erfindung ist vorgesehen, dass der Ausleger und der Traganker aus Edelstahl oder verzinktem Stahl bestehen und miteinander verschweißt sind. Durch diese Auswahl des Materials ist der Konsolanker korrosionsbeständig und die Schweißverbindung mechanisch hoch belastbar. In weiterer Ausgestaltung kann vorgesehen sein, dass der Ausleger zwei parallele Kanten aufweist, wobei an einer Kante der Traganker angeschweißt ist. Außerdem ist es von Vorteil, dass an der anderen Kante ein Stützelement angeschweißt ist, das einen Kopf zur Abstützung an der Wand des Gebäudes umfasst. Dabei ist es zweckmäßig, dass an dem Kopf eine Platte aus einem thermisch isolierenden Material angeordnet ist, um eine thermische Entkopplung zu erreichen.In a preferred embodiment of the invention it is provided that the boom and the support anchor made of stainless steel or galvanized steel and are welded together. By choosing this material, the console anchor is resistant to corrosion and the welded joint can withstand high mechanical loads. In a further embodiment it can be provided that the boom has two parallel edges, being welded to one edge of the support armature. Moreover, it is advantageous that at the other edge a support member is welded, which includes a head for support on the wall of the building. It is expedient that a plate made of a thermally insulating material is arranged on the head in order to achieve thermal decoupling.

Gemäß einer anderen Ausgestaltung des Konsolankers ist vorgesehen, dass an der anderen Kante ein weiterer Traganker angeschweißt ist. Auf diese Weise kann eine stärkere Verankerung des Konsolankers in der Außenwand des Gebäudes erreicht werden. Ferner ist es von Vorteil, dass der Ausleger eine zur Vormauerschale bzw. zum Verblendmauerwerk oder zur Fassadenplatte gerichtete Kante aufweist, an deren unterem Ende ein als Tragteil dienendes Winkelelement angeschweißt ist. Dieses Winkelelement trägt das Verblendmauerwerk bzw. die Fassadenplatte. Das Winkelelement besteht ebenfalls vorzugsweise aus Edelstahl. Außerdem ist es möglich, dass der Ausleger zwei parallele Kanten aufweist, die orthogonal zu der Kante verlaufen, an der der Traganker angeschweißt ist, und dass an diesen beiden Kanten jeweils ein Halteanker angeschweißt ist. Diese Halteanker weisen vorzugsweise einen Kopf auf, und sie sind mit diesem in ein aus einem aushärtbaren Material bestehendes Tragteil eingebettet. Vorzugsweise ist dieses Material ein Mörtel oder Beton. In weiterer Ausgestaltung kann das Winkelelement einen vom Ausleger weg gerichteten Schenkel umfassen, an dem ein Halteelement angeordnet ist. Ein solches Halteelement dient beispielsweise zur Befestigung von Vorrichtungen an der Unterseite des Schenkels, beispielsweise zur Anbringung eines Rollladenkastens.According to another embodiment of the bracket anchor is provided that at the other edge, another support armature is welded. In this way, a stronger anchoring of the bracket anchor in the outer wall of the building can be achieved. Further, it is advantageous that the boom has a directed to the facing wall or to the facing brickwork or the facade panel edge, at the lower end serving as a supporting part angle element is welded. This angle element carries the facing masonry or the facade panel. The angle element is also preferably made of stainless steel. In addition, it is possible that the boom has two parallel edges which are orthogonal to the edge to which the support armature is welded, and in that a respective retaining anchor is welded to these two edges. These retaining anchors preferably have a head, and they are embedded with this in a consisting of a curable material support member. Preferably, this material is a mortar or concrete. In a further embodiment, the angle element comprise a leg directed away from the boom, on which a holding element is arranged. Such a holding element serves, for example, for fastening devices on the underside of the leg, for example for attaching a roller shutter box.

Ausführungsbeispiele der Erfindung sind nachstehend anhand der Zeichnung näher erläutert. In der Zeichnung zeigt:

Fig. 1
einen Konsolanker an einer Betonwand mit vom Konsolanker getragenem Mauerwerk,
Fig. 2
eine Ausführungsvariante des Konsolankers in Fig. 1,
Fig. 3
einen Konsolanker mit einem gegossenen Tragteil.
Embodiments of the invention are explained below with reference to the drawing. In the drawing shows:
Fig. 1
a console anchor on a concrete wall with masonry supported by the bracket,
Fig. 2
a variant of the console anchor in Fig. 1 .
Fig. 3
a console anchor with a cast support part.

In Fig. 1 ist ein Konsolanker 1 gezeigt, der an einer Betonwand 2 befestigt ist und der eine Vormauerschale bzw. ein Vormauerwerk 3, beispielsweise aus Ziegelsteinen 4 (Klinker) trägt. Der Konsolanker 1 weist einen Ausleger 5 mit einem daran unlösbar befestigten Traganker 6, einem unlösbar befestigten Stützelement 18 und einem ebenfalls unlösbar befestigten Tragteil 10 auf. Der Konsolanker 1 ist somit einstückig ausgeführt. Der Ausleger umfasst einen ersten Abschnitt 15 und einen zweiten Abschnitt 16. Der erste Abschnitt 15 besitzt eine dem Mauerwerk 3 zugewandte Vorderkante 22, an deren unterem Ende das Tragteil 10 angeordnet ist. In diesem Ausführungsbeispiel ist das Tragteil 10 ein im Querschnitt annährend L-förmiges Winkelelement 12, das mit einem Schenkel 13 an der Vorderkante 22 mit dem Ausleger 5 verbunden ist. Ein weiterer Schenkel 14 dient zum Tragen des Mauerwerkes 3.In Fig. 1 a bracket anchor 1 is shown, which is fastened to a concrete wall 2 and which carries a facing brick or a masonry 3, for example, bricks 4 (clinker). The bracket anchor 1 has a boom 5 with a non-releasably attached thereto support armature 6, a non-detachably mounted support member 18 and also a non-detachable attached support member 10. The bracket anchor 1 is thus made in one piece. The boom comprises a first section 15 and a second section 16. The first section 15 has a masonry 3 facing the front edge 22, at the lower end of the support member 10 is arranged. In this embodiment, the support member 10 is an approximately L-shaped in cross-section angle element 12 which is connected to a leg 13 at the front edge 22 with the boom 5. Another leg 14 serves to support the masonry 3rd

Der zweite Abschnitt 16 des Auslegers 5 weist zwei parallel verlaufende Kanten 11 und 17 auf. Der Traganker 6 umfasst einen Schaft 7 und einen an einem Ende von diesem angeformten Kopf 8 sowie ein anderes Ende 9, das an der Kante 11 unlösbar mit dem Ausleger 5 verbunden ist. Der Konsolanker 1 besteht vorzugsweise aus einem Edelstahl, es ist jedoch auch eine Ausführung aus verzinktem Stahl möglich. Das Tragteil 10 und der Traganker 6 sowie das Stützelement 18 sind mit dem Ausleger 5 vorzugsweise durch Schweißen unlösbar verbunden. Dadurch ist der Konsolanker 1 einstückig. An der Kante 17 ist das Stützelement 18 angeordnet, das einen Schaft 19 und einen der Betonwand 2 zugewandten Kopf 21 umfasst, wobei das Stützelement 18 durch Anschweißen des Schafts 19 an der Kante 17 ebenfalls unlösbar mit dem Ausleger 5 verbunden ist. An dem Kopf 21 ist eine Platte 20 aus einem thermisch isolierenden Material als Zwischenlage angeordnet, über die sich das Stützelement an der Betonwand 2 abstützt. Der Traganker 6 ist in dem dargestellten Beispiel in die Betonwand 2 eingebettet und nimmt im Wesentlichen die auf ihn wirkenden Zug- und Querkräfte auf. Das Stützelement 18 wirkt lediglich als Drucklager.The second section 16 of the boom 5 has two parallel edges 11 and 17. The support armature 6 comprises a shaft 7 and a head 8 integrally formed on one end thereof and another end 9 which is connected to the boom 5 in a non-releasable manner at the edge 11. The bracket anchor 1 is preferably made of a stainless steel, but it is also a version made of galvanized steel possible. The support member 10 and the support armature 6 and the support member 18 are connected to the boom 5, preferably by welding inextricably. As a result, the bracket anchor 1 is in one piece. At the edge 17, the support member 18 is arranged, which comprises a shaft 19 and the concrete wall 2 facing head 21, wherein the support member 18 is also connected by welding the shaft 19 at the edge 17 inextricably linked to the boom 5. At the head 21, a plate 20 is disposed of a thermally insulating material as an intermediate layer over which the support element is supported on the concrete wall 2. The support anchor 6 is embedded in the illustrated example in the concrete wall 2 and takes up substantially acting on him tensile and shear forces. The support member 18 acts only as a thrust bearing.

In Fig. 2 ist ein Konsolanker 25 gezeigt, der zum Einsatz an einer Betonwand vorgesehen ist und der eine Vormauerschale gemäß Fig. 1 tragen soll. Der Konsolanker 25 umfasst einen Ausleger 26, der in der in Fig. 2 gezeigten Seitenansicht im Wesentlichen die Form eines Rechteckes mit einer geneigt verlaufenden Kante 27, die sich an die Kante 11, an der das Ende 9 des Schafts 7 vom Traganker 6 angeschweißt ist, anschließt. Der Traganker 6 in diesem Ausführungsbeispiel ist ebenfalls dazu vorgesehen, in die Betonwand 2 (Fig. 1) eingebettet zu werden. Der Konsolanker 25 besteht vorzugsweise aus Edelstahl.In Fig. 2 a Konsolanker 25 is shown, which is intended for use on a concrete wall and a Masonry shell according to Fig. 1 should wear. The bracket anchor 25 includes a boom 26, which in the in Fig. 2 shown side view substantially the shape of a rectangle with a sloping edge 27, which is connected to the edge 11, to which the end 9 of the shaft 7 is welded from the support armature 6, connected. The support armature 6 in this embodiment is also provided in the concrete wall 2 ( Fig. 1 ) to be embedded. The bracket anchor 25 is preferably made of stainless steel.

Der Ausleger 26 weist eine dem Mauerwerk 3 (Fig. 1) zugewandte Kante 24 auf, an deren unterem Ende das Tragteil 10 befestigt ist, ebenso wie das Tragteil in Fig. 1. Die Form des Tragteils 10 in den Figuren 1 und 2 ist identisch, daher stimmen auch die Bezugszeichen für gleiche Teile überein. An der Kante 17 des Auslegers 26 ist das Stützelement 18 angeschweißt, das an seinem Kopf 21 ebenso eine Platte 20 aufweist wie zur Fig. 1 beschrieben. Für den Fall, dass unter dem Tragteil 10 kein sich anschließendes Mauerwerk vorgesehen ist, beispielsweise zur Bildung einer Tür- oder Fensteröffnung, kann es vorteilhaft sein, auf dem Schenkel 14 ein Halteelement 28 anzuordnen, das zur Befestigung von Vorrichtungen an der Unterseite des Schenkels 14 dient, beispielsweise zur Anbringung eines Rollladenkastens. Ein solches Halteelement kann beispielsweise eine Gewindehülse zur Aufnahme einer Schraube sein.The boom 26 has a masonry 3 ( Fig. 1 ) facing edge 24, at the lower end of the support member 10 is fixed, as well as the support member in Fig. 1 , The shape of the support member 10 in the FIGS. 1 and 2 is identical, therefore, the reference numerals for the same parts agree. At the edge 17 of the boom 26, the support member 18 is welded, which also has a plate 20 at its head 21 as to Fig. 1 described. In the event that no subsequent masonry is provided under the support member 10, for example, to form a door or window opening, it may be advantageous to arrange on the leg 14 a holding element 28, which is used for fastening devices on the underside of the leg 14th serves, for example, for attaching a roller shutter box. Such a holding element may for example be a threaded sleeve for receiving a screw.

In Fig. 3 ist ein Konsolanker 30 gezeigt, der an einer Betonwand 29 befestigt ist und der eine Vormauerschale 3 trägt. Der Konsolanker 30 umfasst einen Ausleger 31 mit dem daran unlösbar befestigten Traganker 6 und einem weiteren unlösbar an dem Ausleger 31 befestigten Traganker 32. Der Ausleger 31 weist die parallelen Kanten 11 und 17 auf, wobei der Traganker 6 mit seinem Ende 9 des Schafts 7 an der Kante 11 vorzugsweise angeschweißt ist und der weitere Traganker 32 an der Kante 17. Aus Fig. 3 ist ersichtlich, dass der weitere Traganker 32 einen kürzeren und bezüglich des Querschnitts kleineren Schaft 33 aufweist als der Traganker 6, jedoch auch einen Kopf 34 besitzt. Beide Traganker 6 und 32 sind in die Betonwand 29 eingebettet, wobei der Traganker 6 im Wesentlichen die Zug- und Querkräfte und der Traganker 32 im Wesentlichen die Druckkräfte und Querkräfte überträgt.In Fig. 3 a console anchor 30 is shown, which is attached to a concrete wall 29 and carries a facing brick 3. The bracket anchor 30 comprises a boom 31 with the support anchor 6 undetachably attached thereto and another support anchor 32 permanently attached to the boom 31. The boom 31 has the parallel edges 11 and 17, the support anchor 6 with its end 9 of the shaft 7 the edge 11 is preferably welded and the further support armature 32 at the edge 17. Off Fig. 3 It can be seen that the further support armature 32 has a shorter and with respect to the cross-section smaller shaft 33 than the support armature 6, but also has a head 34. Both support anchors 6 and 32 are embedded in the concrete wall 29, wherein the support armature 6 transmits substantially the tensile and shear forces and the support armature 32 substantially the compressive forces and shear forces.

Ein dem Traganker 6 abgewandtes Ende 35 des Auslegers 31 weist parallele Kanten 36, 37 auf, an denen Halteanker 38, 39 befestigt sind. Die Halteanker 38, 39 weisen jeweils einen Kopf 40 und einen Schaft 41, 42 auf, wobei die Länge der Schäfte 41, 42 unterschiedlich oder gleich sein kann. Im vorliegenden Ausführungsbeispiel sind die Schäfte 41, 42 der Halteanker 38, 39 gleich lang. Der Ausleger 31, die Traganker 6, 32 und die Halteanker 38, 39 bestehen vorzugsweise aus Edelstahl, alternativ ist auch eine Ausführung aus verzinktem Stahl möglich. Die Halteanker 38, 39 sind mit ihren Köpfen 40 und einer Teillänge der Schäfte 41, 42 in ein Tragteil 43 eingebettet, das aus einem gießbaren, aushärtenden Material, beispielsweise Mörtel oder Beton besteht und als Quader geformt ist. Auf der Oberseite dieses Quaders ist das Mauerwerk 3 abgestützt.A the support armature 6 facing away from the end 35 of the boom 31 has parallel edges 36, 37, to which retaining anchor 38, 39 are attached. The retaining anchors 38, 39 each have a head 40 and a shaft 41, 42, wherein the length of the shafts 41, 42 may be different or the same. In the present embodiment, the shafts 41, 42 of the retaining anchor 38, 39 are the same length. The boom 31, the support armature 6, 32 and the retaining anchor 38, 39 are preferably made of stainless steel, alternatively, an embodiment is made galvanized steel possible. The retaining anchors 38, 39 are embedded with their heads 40 and a partial length of the shafts 41, 42 in a support member 43 which consists of a castable, hardening material, such as mortar or concrete and is shaped as a cuboid. On the top of this cuboid masonry 3 is supported.

Diese Konsolanker gemäß den vorstehend beschriebenen Ausführungsbeispielen sowie alternative Ausführungen eignen sich insbesondere für den Einsatz in vorgefertigte, mehrschichtige Wandelemente, bei denen die tragende Schicht aus Beton besteht und welche auf der Außenseite eine vordere Schicht, beispielsweise aus Dekorplatten, Vormauerziegeln oder Verblendung aus Steinen aufweisen, wobei der Zwischenraum zwischen tragender Schicht 2, 29 und Außenschicht 3 auch ganz oder teilweise mit wärmedämmendem Material gefüllt sein kann. Diese vordere Schicht wird von den durch Einbettung in die Betonwand fest verankerten Konsolankern getragen.These console anchor according to the embodiments described above and alternative embodiments are particularly suitable for use in prefabricated, multi-layer wall elements in which the supporting layer consists of concrete and which on the outside have a front layer, for example, decorative panels, facing bricks or stone facing, wherein the gap between the supporting layer 2, 29 and the outer layer 3 may also be completely or partially filled with heat-insulating material. This front layer is supported by the anchors firmly anchored by embedding in the concrete wall.

Claims (11)

Konsolanker zum Tragen einer vor einer Außenwand (2, 29) oder einem Außenwandelement eines Gebäudes in einem Abstand dazu vorgesetzten Vormauerschale (3) oder Fassadenplatte, wobei der Konsolanker (1, 25, 30) mindestens einen Traganker (6), einen Ausleger (5, 26, 31) und ein Tragteil (10, 43), auf dem die Vormauerschale oder die Fassadenplatte abgestützt ist, umfasst,
dadurch gekennzeichnet, dass der Traganker (6) und das Tragteil (10, 43) unlösbar an dem Ausleger angeordnet sind und somit der Konsolanker einstückig ausgeführt ist.Console anchor for supporting a front wall shell (3) or front wall panel provided in front of an outer wall (2, 29) or an outer wall element of a building, the bracket anchor (1, 25, 30) comprising at least one support anchor (6), a jib (5 , 26, 31) and a supporting part (10, 43), on which the facing wall or the facade panel is supported, comprises,
characterized in that the support armature (6) and the support member (10, 43) are arranged undetachably on the boom and thus the bracket anchor is made in one piece. Konsolanker nach Anspruch 1,
dadurch gekennzeichnet, dass der Ausleger (5, 26, 31) und der Traganker (6) aus Edelstahl oder verzinktem Stahl bestehen und miteinander verschweißt sind.Console anchor according to claim 1,
characterized in that the boom (5, 26, 31) and the support anchor (6) made of stainless steel or galvanized steel and are welded together. Konsolanker nach Anspruch 1,
dadurch gekennzeichnet, dass an dem Ausleger (5, 26, 31) der Traganker durch Materialumformung und Anstauchung eines Verankerungskopfes (8) erzeugt ist.Console anchor according to claim 1,
characterized in that on the boom (5, 26, 31) of the support armature by material deformation and upsetting an anchoring head (8) is generated. Konsolanker nach einem der Ansprüche 1 bis 3,
dadurch gekennzeichnet, dass der Ausleger (5, 26, 31) zwei parallele Kanten (11, 17) aufweist, wobei an einer Kante (11) der Traganker (6) angeschweißt ist.Console anchor according to one of claims 1 to 3,
characterized in that the boom (5, 26, 31) has two parallel edges (11, 17), wherein at one edge (11) of the support armature (6) is welded. Konsolanker nach Anspruch 4,
dadurch gekennzeichnet, dass an der anderen Kante (17) ein Stützelement (18) angeschweißt ist, das einen Kopf (21) zur Abstützung an der Wand (2) des Gebäudes umfasst.Console anchor according to claim 4,
characterized in that on the other edge (17) a support element (18) is welded, which comprises a head (21) for support on the wall (2) of the building. Konsolanker nach Anspruch 5,
dadurch gekennzeichnet, dass an dem Kopf (21) eine Platte (20) aus einem thermisch isolierenden Material angeordnet ist.Console anchor according to claim 5,
characterized in that a plate (20) made of a thermally insulating material is arranged on the head (21). Konsolanker nach Anspruch 4,
dadurch gekennzeichnet, dass an der anderen Kante (17) ein weiterer Traganker (32) angeschweißt ist.Console anchor according to claim 4,
characterized in that at the other edge (17), a further support armature (32) is welded. Konsolanker nach einem der Ansprüche 1 bis 7,
dadurch gekennzeichnet, dass der Ausleger (5, 26) eine zur Vormauerschale (3) bzw. zur Fassadenplatte gerichtete Kante (22, 24) aufweist, an deren unteren Ende ein als Tragteil (10) dienendes Winkelelement (12) angeschweißt ist.Console anchor according to one of claims 1 to 7,
characterized in that the cantilever (5, 26) has an edge (22, 24) directed towards the facing wall (3) or the facade plate, at the lower end of which an angle element (12) serving as a supporting part (10) is welded. Konsolanker nach einem der Ansprüche 1 bis 7,
dadurch gekennzeichnet, dass der Ausleger (31) zwei parallele Kanten (36, 37) aufweist, die orthogonal zu der Kante (11) verlaufen, an der der Traganker (6) angeschweißt ist und dass an diesen Kanten (36, 37) jeweils ein Halteanker (38, 39) angeschweißt ist.Console anchor according to one of claims 1 to 7,
characterized in that the cantilever (31) has two parallel edges (36, 37) which are orthogonal to the edge (11) to which the support anchor (6) is welded and in each case one at these edges (36, 37) Retaining anchor (38, 39) is welded. Konsolanker nach Anspruch 9,
dadurch gekennzeichnet, dass die Halteanker (38, 39) einen Kopf (40) aufweisen und mit diesem in ein aus einem aushärtbaren Material bestehendes Tragteil (43) eingebettet sind, wobei das aushärtbare Material vorzugsweise ein Mörtel oder Beton ist.Console anchor according to claim 9,
characterized in that the retaining anchors (38, 39) have a head (40) and are embedded with this in a consisting of a curable material support member (43), wherein the curable material is preferably a mortar or concrete. Konsolanker nach Anspruch 8,
dadurch gekennzeichnet, dass das Winkelelement (12) einen vom Ausleger (26) weg gerichteten Schenkel (14) umfasst, an dem ein Halteelement (28) angeordnet ist.Console anchor according to claim 8,
characterized in that the angle element (12) comprises a jib (26) directed away leg (14) on which a holding element (28) is arranged.
EP14003263.2A 2014-04-23 2014-09-20 Bracket anchor Active EP2937492B1 (en)

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DE202014003376.5U DE202014003376U1 (en) 2014-04-23 2014-04-23 support brackets

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3333336A1 (en) * 2016-12-09 2018-06-13 HALFEN GmbH Bracket anchor

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102016100739A1 (en) 2015-01-16 2016-07-21 Technische Universität Dresden Anchorage and insulation system for a facing shell
GB2549275B (en) * 2016-04-11 2018-05-09 Tectonic Facades Ltd Construction assembly
CN107514060B (en) * 2016-06-15 2021-05-28 哈芬有限公司 Anchor rail and building with anchor rail

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0199310A2 (en) * 1985-04-26 1986-10-29 International Intec Patent Holding Establishment Bracket-like support element for curtain walls at buildings
EP0433656A1 (en) 1989-12-22 1991-06-26 Riss AG Building façade fixed on a carrying structure
DE29611201U1 (en) * 1996-06-27 1996-09-05 Hebel Ag, 82275 Emmering Fastening element for fastening curtain walls to walls, especially from aerated concrete elements
GB2339219A (en) 1998-06-08 2000-01-19 Wmb Stainless Limited Load-bearing bracket
US6128883A (en) 1999-09-20 2000-10-10 Lathico Industries Brick anchor system
EP1072733A2 (en) 1999-07-26 2001-01-31 Wiesner-Hager Baugruppe Ges.M.B.H. Device for anchoring rear-ventilated facade panels
EP2218846A2 (en) * 2009-02-11 2010-08-18 Wilhelm Modersohn GmbH & Co. KG Facade anchoring

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0199310A2 (en) * 1985-04-26 1986-10-29 International Intec Patent Holding Establishment Bracket-like support element for curtain walls at buildings
EP0433656A1 (en) 1989-12-22 1991-06-26 Riss AG Building façade fixed on a carrying structure
DE29611201U1 (en) * 1996-06-27 1996-09-05 Hebel Ag, 82275 Emmering Fastening element for fastening curtain walls to walls, especially from aerated concrete elements
GB2339219A (en) 1998-06-08 2000-01-19 Wmb Stainless Limited Load-bearing bracket
EP1072733A2 (en) 1999-07-26 2001-01-31 Wiesner-Hager Baugruppe Ges.M.B.H. Device for anchoring rear-ventilated facade panels
US6128883A (en) 1999-09-20 2000-10-10 Lathico Industries Brick anchor system
EP2218846A2 (en) * 2009-02-11 2010-08-18 Wilhelm Modersohn GmbH & Co. KG Facade anchoring

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3333336A1 (en) * 2016-12-09 2018-06-13 HALFEN GmbH Bracket anchor

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DE202014003376U1 (en) 2014-04-30
EP2937492B1 (en) 2017-11-08
PL2937492T3 (en) 2018-04-30
NO2937492T3 (en) 2018-04-07

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