EP0237998A2 - Ancre pour panneau de bordage - Google Patents

Ancre pour panneau de bordage Download PDF

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Publication number
EP0237998A2
EP0237998A2 EP87103732A EP87103732A EP0237998A2 EP 0237998 A2 EP0237998 A2 EP 0237998A2 EP 87103732 A EP87103732 A EP 87103732A EP 87103732 A EP87103732 A EP 87103732A EP 0237998 A2 EP0237998 A2 EP 0237998A2
Authority
EP
European Patent Office
Prior art keywords
facade panel
reinforcing steel
bolt
facade
anchor according
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.)
Withdrawn
Application number
EP87103732A
Other languages
German (de)
English (en)
Other versions
EP0237998A3 (fr
Inventor
Erol Aslan
Eckart Zipf
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.)
Deha Ankersysteme GmbH and Co KG
Original Assignee
Deha Baubedarf GmbH and Co KG
Deha Ankersysteme 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
Application filed by Deha Baubedarf GmbH and Co KG, Deha Ankersysteme GmbH and Co KG filed Critical Deha Baubedarf GmbH and Co KG
Publication of EP0237998A2 publication Critical patent/EP0237998A2/fr
Publication of EP0237998A3 publication Critical patent/EP0237998A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • E04F13/0853—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall
    • E04F13/0855—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements adjustable perpendicular to the wall adjustable in several directions, one of which is perpendicular 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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/90—Curtain walls comprising panels directly attached to the structure
    • E04B2/94—Concrete panels

Definitions

  • the invention relates to a facade panel anchor, consisting of an anchor upper part, an adjustably connected tensioning part and a plate anchor part, which has a horizontal support bolt, which is arranged in a recess in the facade panel to be accommodated and is gripped by an eyelet of the tensioning part and made of stainless steel anchoring parts embedded in the facade panel is connected.
  • facade panel anchors are required to hang facade panels at a short distance from the outer walls of buildings.
  • the adjustability of the tensioning part relative to the upper part of the anchor enables the facade plate, which is suspended from two facade plate anchors, to be aligned vertically in order to compensate for tolerances that are unavoidable when the facade plate anchor is fastened to the building wall.
  • a horizontal adjustment option to compensate for tolerances and to align the facade panel is given in known facade panel anchors (AT-PS 370 471) in that the eyelet of the clamping part on the horizontally arranged in the recess of the facade panel support bolt can be moved laterally.
  • the anchoring parts consist of support plates welded to both ends of the supporting bolt, which form part of the respective side wall of the recess in the facade panel and have recesses , engage in the reinforcement parts of the facade panel. Since the support plates are partially exposed in the cut-out in the facade panel, they must also be made of corrosion-resistant stainless steel. In this version, too, the support bolt statically forms a support on two supports and must therefore be dimensioned for this less favorable load case. This results in a relatively high cost of materials for expensive stainless steel.
  • the object of the invention is to provide a facade panel anchor of the type mentioned, which is of simple construction and can be carried out with little effort on corrosion-resistant stainless steel.
  • the design of the anchoring parts as rod sections and the rigid connection with the support bolt ensures that the support bolt statically forms a support clamped at both ends, which in comparison to a support on two supports can take on the same forces with a smaller cross-sectional area. This alone reduces the amount of material required for stainless steel.
  • the anchoring parts are not in or on the recess of the facade panel, but are completely embedded in the concrete of the facade panel. Therefore, these anchoring parts can be made of simple structural steel.
  • the manufacture, warehousing and introduction of the support bolts provided with the anchoring parts is particularly simple because they each represent a straight rod.
  • the necessary connection with the reinforcement of the facade panel can be made in a simple manner in that bent reinforcement parts encompass the two sections of the reinforcing steel bars at the ends of the supporting bolt. Since the ends of the support bolt protrude on both sides into the side walls of the recess, it is ensured that there is sufficient concrete cover for all non-corrosion-resistant parts.
  • the support pin is used as a support tube leads is. This further reduces the material requirements for stainless steel.
  • the support tube can accommodate a continuous rod made of ribbed reinforcing steel, the sections of which protrude beyond the ends of the support tube form the anchoring parts.
  • the connection between the support tube and the rebar can be made by welding, gluing or pressing.
  • the facade panel anchor shown in Figures 1 and 2 has an anchor upper part 1, which is designed as a frame made of sheet metal, which has a recess 2, which at its upper end via a Dowel screw 3 engages, which is used to fasten the facade panel anchor to an outer wall 4 of a building.
  • the lower section of the upper anchor part 1 forms a sleeve 5, through which a clamping part 6 designed as a threaded rod is inserted.
  • the clamping part 6 can be adjusted relative to the upper anchor part 1 by means of a nut 7.
  • an eyelet 8 is arranged, which is located in a recess 9 on the back of a facade panel 10, which is suspended in front of the outer wall 4.
  • the eyelet 8 encompasses a horizontal support bolt 11 bridging the recess 9.
  • the support bolt 11 has a support tube 12 made of stainless steel, through which a reinforcing steel rod 13 is inserted.
  • the two sections 14 of the reinforcing steel rod 13 projecting beyond the ends of the support tube 12 are embedded in the concrete of the facade panel 10.
  • the support tube 12 is welded to the reinforcing steel rod 14.
  • the support bolt 12 Since the ends of the support tube 12 protrude on both sides beyond the recess 9 into the concrete of the facade panel 10, there are all exposed surfaces of the support bolt 12 made of corrosion-resistant stainless steel, wherein a sufficient concrete coverage of all embedded, non-corrosion-resistant parts, namely the sections 14 of the reinforcing steel rod 13, is ensured. Due to the rigid connection with the anchoring sections 14 embedded in the concrete, the support bolt 11 acts statically as a girder clamped on both sides.
  • FIG. 4 An embodiment modified from the example according to FIG. 3 is shown in FIG. 4.
  • the stainless steel support tube 12 of the support pin 11 is pressed onto the reinforcing steel rod 13, so that a close, positive connection of these two parts is achieved even without welding.
  • FIG. 5 A further modified embodiment is shown in FIG. 5.
  • the support tube 12, which forms the support pin 11 is connected at its ends by butt welding, preferably friction welding, to two separate sections 14 of reinforcing steel bars.
  • the embodiment of FIG. 6 differs from this only in that the support bolt 11 is designed as a solid bolt made of stainless steel, which is connected at its ends to the reinforcing steel rod sections 14 by friction welding. Compared to all other previously described embodiments, the material requirement for stainless steel is highest in the embodiment according to FIG. 6, but the supporting rod 11 can be made with the smallest diameter if the design for the same forces is assumed in all embodiments.
  • Parts of the reinforcement 17 engage to anchor the sections 14 of the reinforcing steel rod in the facade panel 10 around the sections 14, as indicated in FIGS. 1 and 2 with dashed lines.
  • connection between the support tube 12 and the reinforcing steel rod 13 can also be made by gluing.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP87103732A 1986-03-18 1987-03-14 Ancre pour panneau de bordage Withdrawn EP0237998A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3608953 1986-03-18
DE19863608953 DE3608953A1 (de) 1986-03-18 1986-03-18 Fassadenplattenanker

Publications (2)

Publication Number Publication Date
EP0237998A2 true EP0237998A2 (fr) 1987-09-23
EP0237998A3 EP0237998A3 (fr) 1988-07-27

Family

ID=6296617

Family Applications (1)

Application Number Title Priority Date Filing Date
EP87103732A Withdrawn EP0237998A3 (fr) 1986-03-18 1987-03-14 Ancre pour panneau de bordage

Country Status (2)

Country Link
EP (1) EP0237998A3 (fr)
DE (1) DE3608953A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3809728C1 (fr) * 1988-03-23 1989-08-03 Detec Fertigung Gmbh, 6080 Gross-Gerau, De
EP0393210A1 (fr) * 1989-04-15 1990-10-24 Firma Peter Lung Gmbh Cheville d'anchorage réglable pour l'installation cache d'élements de façade
DE102018114098A1 (de) * 2018-06-13 2019-12-19 Klaus Schultes Anordnung zur Zug- bzw. Längskrafteinleitung sowie Verfahren zur Herstellung einer solchen Anordnung

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3721452C2 (de) * 1987-06-30 2000-02-10 Halfen Gmbh & Co Kg Fassadenplattenanker
DE8811647U1 (de) * 1988-09-14 1988-12-08 deha Ankersysteme GmbH & Co KG, 6080 Groß-Gerau Verankerungsteil für Fassadenplattenanker und damit ausgestattete Fassadenplatte
DE4445724C2 (de) * 1994-12-21 1997-08-07 Gartner & Co J Befestigungsanordnung von Platten
DE102013100053A1 (de) 2013-01-04 2014-07-10 Groz-Beckert Kg Beton-Fertigteilelement mit Textilbewehrung und Haltern
BE1027580B1 (fr) * 2019-09-13 2021-04-12 Fixinox Sa Insert pour un élément constitutif d’une construction

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT370471B (de) * 1980-10-16 1983-04-11 Riss Ges M B H Vorrichtung zur aufhaengung von fassadenplatten od. dgl. an bauwerken
DE3411003A1 (de) * 1983-03-29 1984-11-29 Deha-Baubedarf Gmbh & Co Kg, 6080 Gross-Gerau Fassadenplattenanker
EP0144784A2 (fr) * 1983-12-05 1985-06-19 Heinz G. Riss Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT370471B (de) * 1980-10-16 1983-04-11 Riss Ges M B H Vorrichtung zur aufhaengung von fassadenplatten od. dgl. an bauwerken
DE3411003A1 (de) * 1983-03-29 1984-11-29 Deha-Baubedarf Gmbh & Co Kg, 6080 Gross-Gerau Fassadenplattenanker
EP0144784A2 (fr) * 1983-12-05 1985-06-19 Heinz G. Riss Ancrage de carreaux pour une façade et procédé d'ancrage de carreaux pour une façade

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3809728C1 (fr) * 1988-03-23 1989-08-03 Detec Fertigung Gmbh, 6080 Gross-Gerau, De
EP0337066A1 (fr) * 1988-03-23 1989-10-18 DETEC Fertigung GmbH Patte d'ancrage
EP0393210A1 (fr) * 1989-04-15 1990-10-24 Firma Peter Lung Gmbh Cheville d'anchorage réglable pour l'installation cache d'élements de façade
DE102018114098A1 (de) * 2018-06-13 2019-12-19 Klaus Schultes Anordnung zur Zug- bzw. Längskrafteinleitung sowie Verfahren zur Herstellung einer solchen Anordnung
WO2019238165A1 (fr) * 2018-06-13 2019-12-19 Klaus Schultes Dispositif pour l'introduction de force longitudinale ou de traction ainsi que procédé pour la fabrication d'un tel dispositif

Also Published As

Publication number Publication date
EP0237998A3 (fr) 1988-07-27
DE3608953A1 (de) 1987-09-24

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