EP3239431B2 - Konsolanker zur befestigung einer verblendung an einer tragwand - Google Patents

Konsolanker zur befestigung einer verblendung an einer tragwand Download PDF

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Publication number
EP3239431B2
EP3239431B2 EP16167150.8A EP16167150A EP3239431B2 EP 3239431 B2 EP3239431 B2 EP 3239431B2 EP 16167150 A EP16167150 A EP 16167150A EP 3239431 B2 EP3239431 B2 EP 3239431B2
Authority
EP
European Patent Office
Prior art keywords
strut
support bracket
support
web plate
sheet metal
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
EP16167150.8A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3239431A1 (de
EP3239431B1 (de
Inventor
Jaroslaw Kasprzak
Marcin Pilch
Jerzy Staskiewicz
Dirk Albartus
Ertugrul Erzengin
Caroline Piesker
Matthias Roik
Michael Stegemann
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
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
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=55910125&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP3239431(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority to FIEP16167150.8T priority Critical patent/FI3239431T4/fi
Priority to HUE16167150A priority patent/HUE043706T2/hu
Priority to PL16167150.8T priority patent/PL3239431T5/pl
Priority to DK16167150.8T priority patent/DK3239431T4/da
Priority to EP16167150.8A priority patent/EP3239431B2/de
Application filed by Halfen GmbH and Co KG filed Critical Halfen GmbH and Co KG
Priority to US15/487,773 priority patent/US10513844B2/en
Publication of EP3239431A1 publication Critical patent/EP3239431A1/de
Publication of EP3239431B1 publication Critical patent/EP3239431B1/de
Application granted granted Critical
Publication of EP3239431B2 publication Critical patent/EP3239431B2/de
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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
    • E04B1/388—Separate connecting elements
    • 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
    • E04F13/072—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
    • E04F13/075—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for insulation or surface protection, e.g. against noise or impact
    • 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
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/762—Exterior insulation of exterior walls
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/06—Material constitution of slabs, sheets or the like of metal

Definitions

  • the invention relates to a bracket anchor for fastening a cladding to a supporting wall of the type specified in the preamble of claim 1.
  • Bracket anchor with a web plate that connects a bracket head, a support element and a pressure element.
  • the web plate is essentially triangular and has a circular opening to reduce thermal bridge losses.
  • bracket anchor is produced in which a threaded sleeve is welded to the web plate, into which an adjusting screw is screwed, by means of which the bracket anchor is supported on the supporting wall. This results in a comparatively complex construction of the bracket anchor. The compressive forces are absorbed by the adjusting screw.
  • Bracket anchor with support arms is known, which are connected to a wall support by means of fastening means.
  • the DE 85 24 910 U1 reveals a bracket anchor with a web plate.
  • the invention is based on the object of creating a bracket anchor of the generic type which is easy to manufacture and enables low heat transfer between the supporting wall and the cladding.
  • the web plate is intended to comprise a tension strut and a compression strut, which are only connected to one another at their ends facing the support element.
  • the connection area that connects the tension strut and the compression strut to one another at their ends facing the support element extends at most over half the cantilever length of the bracket anchor.
  • the web plate is therefore designed as an angle that is open towards the supporting wall. Because the tension strut and the compression strut are only connected to one another at their ends facing the support element, the waste when producing the web plate from one sheet can be minimized by suitably arranging several web plates on a sheet that is to be cut to size. At the same time, heat transfer is reduced.
  • the tension strut has an outer edge facing away from the compression strut and an inner edge facing the compression strut.
  • the outer edge and the inner edge The tension struts advantageously form an angle of less than 20° in a side view of the web plate. It can be provided that the outer edge and the inner edge of the tension strut run parallel to one another. However, the width of the tension strut is preferably adapted to the forces and loads occurring during operation and changes between the bracket head and the connection area. The angle particularly preferably opens up towards the bracket head. The tension strut therefore becomes narrower from the bracket head to the connection area. However, it can also be provided that the tension strut widens from the bracket head to the connection area.
  • the angle between the outer edge and the inner edge of the tension strut is preferably less than 10°. A particularly preferred design results when the angle is between 1° and 5° and opens up towards the bracket head.
  • a solid compression element such as a threaded rod or the like can therefore be omitted.
  • a thin folded sheet with the same moment of inertia has a reduced weight.
  • no additional component is required.
  • the width of the angled section it can be adapted to the loads to be absorbed. Due to the angle, a pressure plate can also be easily fixed to the pressure strut.
  • the angled section advantageously extends at least on the front side of the compression strut facing away from the support element.
  • the compression strut is connected to the compression element on the front side.
  • the compression element is preferably fixed directly to the front side of the compression strut, in particular welded on.
  • the compression element is advantageously a compression plate.
  • the support element is advantageously a support plate or a support angle. However, it can also be provided that the support element is an element suspended from the bracket anchor. Such a suspended support element can be connected to the web plate, for example, via sheet metal strips or the like.
  • a web plate for a bracket anchor is advantageously formed from a single sheet of constant wall thickness and comprises a tension strut and a compression strut, wherein the tension strut and the compression strut are connected to one another only at the end which is intended for connection to a support element of the bracket anchor, wherein the connection region of the tension strut and the compression strut extends at most over half of a cantilever length of the bracket anchor.
  • Fig. 1 shows a perspective view of a bracket anchor 1.
  • the bracket anchor 1 is intended to support a cladding on a supporting wall. Insulating material is usually arranged between the supporting wall and the cladding in order to keep heat transfer from the cladding to the supporting wall as low as possible.
  • the bracket anchor 1 has a bracket head 4, which is intended to be fixed to a supporting wall.
  • the bracket head 4 is fixed to a web plate 5.
  • the web plate 5 comprises a tension strut 8, which runs diagonally downwards from the bracket head 4 in relation to a supporting wall, and a compression strut 9, which is usually aligned approximately horizontally after installation on a supporting wall.
  • the tension strut 8 and the compression strut 9 are connected to one another at a connecting area 46.
  • the connecting area 46 has an approximately triangular shape in the exemplary embodiment.
  • a support element 6, in the exemplary embodiment a flat support plate, is arranged on the connecting area 46.
  • the support element 6 is aligned horizontally and is fixed with its side that is at the top in the assembled state to the underside of the connection area 46, in particular by welding.
  • the tension strut 8 has a first end 42 that is arranged on the connection area 46 and a second end 43 that is fixed to the bracket head 4.
  • the bracket head 4 has two sections 17 and 18 that are arranged on opposite sides of the second end 43 of the tension strut 8.
  • the bracket head 4 thus encompasses the web plate 5 in this area.
  • the bracket head 4 is fixed to the web plate 5 at sections 17 and 18, for example by welding.
  • the tension strut 8 has a length L 1 measured from its first end 42 to its second end 43.
  • the compression strut 9 has a length L 2 measured from its first end 44 to its second end 45, which is smaller than the length L 1.
  • the outer edge 12 of the tension strut 8 forms an angle ⁇ with the inner edge 14 of the tension strut 8.
  • the angle ⁇ is advantageously less than 20°, in particular less than 10°.
  • An angle ⁇ of 1° to 5° has proven to be particularly advantageous.
  • the angle ⁇ is 0° and the outer edge 12 and the inner edge 14 run parallel.
  • the angle ⁇ opens towards the bracket head 4.
  • the angle ⁇ opens towards the connecting region 46.
  • the width f is approximately 20% to 30% of the cantilever length L.
  • the connection area 46 has a length b that is measured in the plane of the web plate 5 and horizontally. The length b is therefore measured perpendicular to the supporting wall 3. The length b is at most half the cantilever length L. The length b is advantageously at most one third of the cantilever length L. In the exemplary embodiment, the length b is between 20% and 30% of the cantilever length L.
  • the connection area 46 has an inner edge 10 that runs vertically. However, an inclined or curved course of the inner edge 10 can also be advantageous. The inner edge 10 delimits the free space enclosed between the tension strut 8 and the compression strut 9.
  • Fig. 4 also shows the inclination of the tension strut 8 to a horizontal 30.
  • the horizontal 30 runs advantageously parallel to the compression strut 9 ( Fig. 2 ).
  • the outer edge 12 forms an angle ⁇ with the horizontal 30.
  • the angle ⁇ is in the embodiment according to Fig. 4 smaller than in the embodiment according to the Figures 1 to 3 and is less than 45°, in particular 30° to 45°.
  • the angle ⁇ is advantageously from 30° to 60°.
  • the inner edge 14 runs to the horizontal 30 under an angle ⁇ , which advantageously ranges from 20° to 55°.
  • the tension strut 8 has a longitudinal central axis 31, which is the bisector of the angle between the outer edge 12 and the inner edge 14.
  • the longitudinal central axis 31 runs to the horizontal 30 at an angle ⁇ , which can advantageously range from 25° to 55°.
  • connection area 46 is also in the embodiment according to the Figures 8 and 9 for connecting the tension strut 8 and the compression strut 9 at their ends 42 and 43. Due to the recess 40 or the slot 39, the length b 1 of the connection area 46 is very small at its narrowest point and is only a fraction of the cantilever length L. In the exemplary embodiment, the minimum length b 1 of the connection area 46 is less than a tenth of the cantilever length L. The entire length b of the connection area 46, i.e. the area over which the tension strut 8 and the compression strut 9 are connected to one another, is, however, significantly greater and is approximately 20% to 30% of the cantilever length L. The length b is less than half the cantilever length L of the bracket anchor 1.
  • the console head 54 is constructed from two side walls 57.
  • One of the Side walls 57 form the section 17, and the other of the side walls 57 forms the section 18 arranged on the opposite side of the web plate 5.
  • the sections 17 and 18 overlap the web plate 5 in an overlap region 33 which has a comparatively large height g.
  • the side walls 57 are connected to the web plate 5 by a welded connection, advantageously by resistance projection welding.
  • Bracket anchor 1 which has a bracket head 54 and a support element 36.
  • the support element 36 is arranged in a slot 39 or a recess 40 of the connection area 46.
  • the further design of the bracket anchor 1 shown in the Figures 18 and 19 The bracket anchor 1 shown corresponds to the design described for the previous embodiments.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Connection Of Plates (AREA)
  • Body Structure For Vehicles (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
EP16167150.8A 2016-04-26 2016-04-26 Konsolanker zur befestigung einer verblendung an einer tragwand Active EP3239431B2 (de)

Priority Applications (6)

Application Number Priority Date Filing Date Title
HUE16167150A HUE043706T2 (hu) 2016-04-26 2016-04-26 Konzolhorgony falburkolat rögzítésére egy tartófalon
PL16167150.8T PL3239431T5 (pl) 2016-04-26 2016-04-26 Podpora kotwiąca do zamocowania oblicówki na ścianie nośnej
DK16167150.8T DK3239431T4 (da) 2016-04-26 2016-04-26 Bærebeslag til fastgørelse af en beklædning på en bærende væg
EP16167150.8A EP3239431B2 (de) 2016-04-26 2016-04-26 Konsolanker zur befestigung einer verblendung an einer tragwand
FIEP16167150.8T FI3239431T4 (fi) 2016-04-26 2016-04-26 Tukikannatin verhouksen kiinnittämiseksi tukiseinään
US15/487,773 US10513844B2 (en) 2016-04-26 2017-04-14 Bracket anchor for fastening a facing in a supporting wall, and web plate of a bracket anchor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16167150.8A EP3239431B2 (de) 2016-04-26 2016-04-26 Konsolanker zur befestigung einer verblendung an einer tragwand

Publications (3)

Publication Number Publication Date
EP3239431A1 EP3239431A1 (de) 2017-11-01
EP3239431B1 EP3239431B1 (de) 2019-03-13
EP3239431B2 true EP3239431B2 (de) 2025-03-05

Family

ID=55910125

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16167150.8A Active EP3239431B2 (de) 2016-04-26 2016-04-26 Konsolanker zur befestigung einer verblendung an einer tragwand

Country Status (6)

Country Link
US (1) US10513844B2 (da)
EP (1) EP3239431B2 (da)
DK (1) DK3239431T4 (da)
FI (1) FI3239431T4 (da)
HU (1) HUE043706T2 (da)
PL (1) PL3239431T5 (da)

Families Citing this family (8)

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US9822524B1 (en) * 2015-06-16 2017-11-21 Russ Edward Meznarich Brackets for installing building attachments
US11149431B1 (en) 2018-11-19 2021-10-19 Russ Edward Meznarich Adjustable brackets for installing building attachments
US11359392B2 (en) * 2019-08-05 2022-06-14 Ccs Contractor Equipment & Supply, Llc Form bracket for concrete panel form
CN114438897B (zh) * 2022-02-22 2024-09-27 中交第四公路工程局有限公司 一种钢箱梁翼板托架
DE102022002680A1 (de) 2022-07-22 2024-01-25 PohlCon GmbH Konsolanker
US20240240448A1 (en) * 2022-08-30 2024-07-18 Toan Phan Bracket system for attaching a cantilevered pergola to a roof rafter
US11566415B1 (en) * 2022-08-30 2023-01-31 Toan Phan Bracket system for attaching a cantilevered pergola to a roof rafter
US12490686B2 (en) 2022-08-30 2025-12-09 Toan Phan Bracket system for attaching a cantilevered pergola to a roof rafter

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Publication number Priority date Publication date Assignee Title
DE2201621A1 (de) † 1972-01-14 1973-07-19 Hans Hasenkopf Fassaden-unterkonstruktion
DE2603271A1 (de) † 1976-01-29 1977-08-11 Modersohn Gmbh & Co Kg Wilh Klinkerabfangung fuer die abfangung einer vorgehaengten klinkerwand
DE3213899A1 (de) † 1982-04-15 1983-10-27 Walther Dipl.-Ing. 4952 Porta Westfalica Schröder Vorrichtung zum aufhaengen von betonfertigteilen
DE8605257U1 (de) † 1986-02-27 1986-05-15 Fricker, Siegfried, 7135 Wiernsheim Abfangkonsole
FR2610969A1 (fr) † 1987-02-13 1988-08-19 Abl Ind Sarl Dispositif de fixation de pierre de revetement de facade
DE3910286A1 (de) † 1989-03-30 1990-10-04 Lutz Fa Karl Vorrichtung zum verankern von bauelementen an einem tragenden verankerungsgrund
FR2651817A1 (fr) † 1989-09-08 1991-03-15 Lebraut Richard Ferrure reglable permettant la fixation de plaques exterieures de recouvrement de facade.
EP0507675A1 (fr) † 1991-04-03 1992-10-07 L.R. Etanco Ferrure réglable permettant la fixation simultanée d'éléments isolants et de plaques extérieures de revêtement de façade
FR2802561A1 (fr) † 1999-12-21 2001-06-22 Halfen Sa Dispositif de fixation de plaques de revetement sur un mur d'immeuble
NL1034127C2 (nl) † 2007-07-13 2009-01-14 Bat Continental B V Metselwerkondersteuningssamenstel.
EP2218846A2 (de) † 2009-02-11 2010-08-18 Wilhelm Modersohn GmbH & Co. KG Fassadenverankerung
DE102010051557A1 (de) † 2010-11-18 2012-05-24 fix-Ing. UG Ingenieurbüro für Befestigungstechnik Konsolanker mit Höhenverstelleinrichtung und isolierender Trennschicht
DE202012001462U1 (de) † 2012-02-15 2012-03-14 Deutsche Kahneisen Gesellschaft Mbh Bauwerk mit Wärmedämmelementen
DE102012004423A1 (de) † 2012-03-08 2013-09-12 Wilhelm Modersohn Gmbh & Co Kg Fassadenverankerung

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FI3239431T4 (fi) 2025-04-22
US20170306612A1 (en) 2017-10-26
EP3239431A1 (de) 2017-11-01
DK3239431T4 (da) 2025-04-28
PL3239431T3 (pl) 2019-11-29
PL3239431T5 (pl) 2025-11-03
US10513844B2 (en) 2019-12-24
DK3239431T3 (da) 2019-06-11
EP3239431B1 (de) 2019-03-13

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