EP0886708A1 - Systeme d'ancrage pour panneaux de fa ade - Google Patents

Systeme d'ancrage pour panneaux de fa ade

Info

Publication number
EP0886708A1
EP0886708A1 EP97903371A EP97903371A EP0886708A1 EP 0886708 A1 EP0886708 A1 EP 0886708A1 EP 97903371 A EP97903371 A EP 97903371A EP 97903371 A EP97903371 A EP 97903371A EP 0886708 A1 EP0886708 A1 EP 0886708A1
Authority
EP
European Patent Office
Prior art keywords
wall
front wall
anchor
anchor according
rear wall
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
EP97903371A
Other languages
German (de)
English (en)
Other versions
EP0886708B1 (fr
Inventor
Richard Kettner
Karlheinz Munz
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.)
MUNZ, KARLHEINZ
Original Assignee
Lutz Ankersysteme & Co KG GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Lutz Ankersysteme & Co KG GmbH filed Critical Lutz Ankersysteme & Co KG GmbH
Publication of EP0886708A1 publication Critical patent/EP0886708A1/fr
Application granted granted Critical
Publication of EP0886708B1 publication Critical patent/EP0886708B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • 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

Definitions

  • the invention relates to a support anchor for facade panels with a screwable to a building wall anchor body, which has a perforated through a screw slot rear wall and a spaced front wall, in which a bore receives a threaded bolt adjustable in length, which at its free end by a cross pin with the Facade panels is connected.
  • Known support anchors of this type are used to support the facade panels forming a curtain wall, for example made of natural stone, concrete or ceramic, at a distance from a building wall.
  • the distance to the building wall must also be adjustable.
  • the threaded bolt is usually screwed to the anchor body so that it can be adjusted with two nuts.
  • embodiments are also known in which the bore in the front wall is provided with a thread into which the threaded bolt is adjustably screwed.
  • the anchor body In the case of a known support anchor of the type mentioned at the beginning (company document "Dowel anchor system 4" from Lutz AnkerSysteme GmbH & Co. KG), the anchor body consists of a flat material that has been folded several times. Of the A horizontal flange projects from the lower edge of the rear wall adjacent to the building wall, the front edge of which is followed by the angled front wall. Its lower edge is connected to a horizontal flange that extends to the rear of the building wall. In order to transfer the vertical load acting on the threaded bolt caused by the weight of the facade panels and the resulting bending stress from the front wall to the rear wall and thus to the building wall, relatively thick flat material must be used to manufacture the anchor body. This requires a considerable manufacturing effort and an increased weight of the support anchor. This applies in particular to those embodiments in which a relatively large distance is provided between the rear wall and the front wall, ie in the case of anchor bodies which project relatively far.
  • the object of the invention is therefore to design a support anchor of the type mentioned in such a way that it is light even with a relatively wide cantilever embodiment and can be produced with little production effort.
  • the anchor body is made of sheet metal and that two side cheeks are parallel and angled from each other from the two vertical side edges of the rear wall of the anchor body, which are connected to the two vertical side edges of the front wall.
  • the transmission of the vertical load and the bending stress between the front wall and the rear wall through two parallel side cheeks allows the anchor body to be made from relatively thin sheet metal.
  • a high load-bearing capacity of the support anchor is achieved with low material expenditure.
  • the anchor body is preferably formed from a one-piece sheet metal blank by parallel folds, the opposite side edges of the sheet metal blank lying on top of one another to form the rear wall or the front wall.
  • the manufacturing effort required for this is very low, especially since only simple bending processes are required for processing the sheet metal blank, for which only simple tools and low forming forces are required, especially given the small sheet thicknesses that are possible here.
  • a connection of the two side edges of the sheet metal blank by welding or in another way becomes superfluous, since the two legs lie on top of one another in the area of the rear wall or the front wall; this is sufficient for the connection.
  • the anchor body thus formed has the shape of a box open at the top and bottom, which, due to its stiffness, results in a high load-bearing capacity of the support anchor even when using relatively thin sheet metal.
  • the accessibility of the adjusting nut could be impaired due to the box-shaped design of the anchor body.
  • the adjusting nut has knurling at least on its rear edge facing away from the front wall. This knurling makes it possible to twist the adjusting nut into the anchor body from above or below by engaging with the finger to achieve the desired length setting to make. Then the lock nut, which is always designed as a hexagon nut, is countered from the front.
  • the adjusting nut is preferably an annular disk provided with the threaded bore with a knurled rear edge.
  • the adjusting nut can also be a hexagon nut with a knurled rear edge.
  • an embodiment is preferred in which the threaded bolt is screwed into a threaded hole in the front wall.
  • This embodiment is preferably achieved according to the invention in that the front wall is welded to the two front edges of the side cheeks.
  • the front wall is a nut welded to the two side cheeks, e.g. B. a hex nut. The manufacturing effort required for this is relatively low.
  • 1 is a support anchor for facade panels in a vertical section
  • FIG. 2 is a view of the support anchor of FIG. 1 in the direction of arrow II,
  • the anchor body used for the support anchor according to FIGS. 1 and 2 4 shows the adjusting nut used for the support anchor according to FIGS. 1 and 2
  • FIGS. 3 and 5 are plan views of two sheet metal blanks of the anchor body according to FIGS. 3 and 5,
  • FIG. 7 shows a modified embodiment of a support anchor in a vertical section corresponding to FIG. 1,
  • FIG. 8 is a plan view of the support anchor of FIG. 7 in the direction of arrow VIII,
  • Fig. 9 shows a further modified embodiment of the support anchor in a vertical section corresponding to FIGS. 1 and
  • Fig. 10 is a rear view in the direction of arrow X in Fig. 9 on the wedge plate used there.
  • the support anchor 1 shown in FIGS. 1 and 2 is used to support facade panels 2, which are only indicated by dash-dotted lines, to form a curtain wall in front of a building wall 3.
  • An anchor body 4 made of sheet metal is fastened to the building wall 3 by means of a screw 5, e.g. with a dowel, on anchor rails or on a steel substructure, and carries a horizontal threaded bolt 6.
  • a screw 5 e.g. with a dowel
  • a round mandrel 7 is inserted, which engages in lateral holes in the facade panels 2.
  • the anchor body 4 has a rear wall 8 which is fastened to the building wall 3 and in its upper region has a vertical screw slot 5a through which the screw 5 extends.
  • two side cheeks 9 are angled, which are arranged parallel and at a distance from one another.
  • the cheeks 9 protrude at right angles from the rear wall 8 and are connected to a front wall 10 at its two vertical side edges 10a.
  • the anchor body 4 consists of a one-piece sheet metal blank 11, as shown in FIG. 6.
  • the two opposite side edges 11a of the sheet metal blank 11 lie on one another and form the front wall 10.
  • the lower edge 10b of the front wall 10 and the lower edge 8b of the rear wall 8 are approximately at the same height.
  • the upper edges 9a of the two side cheeks 9 fall obliquely from the upper edge 8c of the rear wall 8 to the upper edge 10c of the front wall 10.
  • the threaded bolt 6 In the front wall 10 there is a bore 12 through which the threaded bolt 6 extends.
  • the threaded bolt 6 carries on the back of the front wall 10 a washer 13 and an adjusting nut 14, which is designed as an annular disk provided with a threaded bore 15 (FIG. 4), the rear edge 16 of which is knurled.
  • the threaded bolt 6 On the front of the front wall 10, the threaded bolt 6 carries a washer 17 and a lock nut 18 designed as a hexagon nut.
  • the adjusting nut 14 is turned by hand. For this it is sufficient to reach the knurled rear edge 16 with the finger in order to twist the adjusting nut 14. If the one you want Setting is reached, the lock nut 18 is tightened from the front against the front wall 10 to counter the screw connection.
  • the rear wall 8 has in its lower region a section 8d projecting towards the building wall 3. This ensures that, even in the event of unevenness in the building wall 3, it is ensured that the supporting anchor is supported on the building wall 3 at the lower end of its rear wall 8.
  • the anchor body 4 'shown in Fig. 5 differs from the previously described and in the same way shown in Fig. 3 anchor body 4 in that the rear wall 8 is formed by the two superimposed side edges lla' of the sheet metal blank 11 'from which the Anchor body 4 '.
  • the part of the sheet metal blank 11 'forming the front wall 10 lies in the central region of the sheet metal blank 11'.
  • the two anchor bodies 4 and 4 ' have the same external dimensions, the two sheet metal blanks 11' fit into one another without waste, so that waste-free manufacture of the anchor bodies 4 and 4 'from sheet metal is possible with the exception of the perforations.
  • FIGS. 7 and 8 differs from the support anchor 1 shown in FIGS. 1 and 2 in that it is designed with a smaller projection and in that the two lateral cheeks 9 ′′ of the anchor body 4 ′′ are welded at their front edges to a hexagon nut 19 forming the front wall 10 ".
  • the threaded bolt 6 is screwed into the nut 19 and has to be rotated for length adjustment.
  • This embodiment enables a particularly flat construction of the support armature l because there is no space for this an adjusting nut and a lock nut must be provided.
  • a bore 20 the diameter of which is larger than that of the threaded bolt 6, is recessed in the rear wall 8' 'in the extension of the threaded bolt 6.
  • the threaded bolt 6 can be screwed in until its rear, free end protrudes into the bore 20. If necessary, it is even possible to make a recess in the wall of the building in the area of the bore 20.
  • FIG. 9 and 10 show that a transversely displaceable wedge washer 21, which has an oblique wedge slot, is arranged in the case of a support armature 1 which corresponds to the embodiment according to FIG. 1 in the region of the screw slot 5a between the rear wall 8 and the building wall 3 22 has (Fig. 10).
  • a shoulder 23 projecting on the rear wall 8 is supported on the upper edge 21a of the wedge disk 21.
  • a height adjustment of the support armature 1 can be carried out by a transverse displacement of the wedge disk 21.
  • the adjusting nut 14 can also be designed as a normal nut, for example as a hexagon nut.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Details Of Heat-Exchange And Heat-Transfer (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Ce système d'ancrage (1) pour panneaux de façade (2) présente un élément d'ancrage (4) constitué d'une tôle découpée d'une seule pièce et pouvant être vissé sur un mur de bâtiment (3). Deux faces latérales parallèles (9), placées à distance l'une de l'autre, s'étendent depuis une paroi arrière (8) vers une paroi avant (10). Un boulon fileté (6) portant les panneaux de façade (2) est fixé de façon réglable sur la paroi avant (10) au moyen d'un écrou de réglage moleté (14) et d'un contre-écrou (18).
EP97903371A 1996-03-16 1997-02-25 Systeme d'ancrage pour panneaux de fa ade Expired - Lifetime EP0886708B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19610408 1996-03-16
DE19610408A DE19610408A1 (de) 1996-03-16 1996-03-16 Traganker für Fassadenplatten
PCT/EP1997/000891 WO1997035081A1 (fr) 1996-03-16 1997-02-25 Systeme d'ancrage pour panneaux de façade

Publications (2)

Publication Number Publication Date
EP0886708A1 true EP0886708A1 (fr) 1998-12-30
EP0886708B1 EP0886708B1 (fr) 2004-11-03

Family

ID=7788512

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97903371A Expired - Lifetime EP0886708B1 (fr) 1996-03-16 1997-02-25 Systeme d'ancrage pour panneaux de fa ade

Country Status (10)

Country Link
EP (1) EP0886708B1 (fr)
KR (1) KR20000064534A (fr)
CN (1) CN1214099A (fr)
AT (1) ATE281574T1 (fr)
BR (1) BR9708203A (fr)
CZ (1) CZ294198A3 (fr)
DE (2) DE19610408A1 (fr)
HU (1) HUP9901300A3 (fr)
PL (1) PL328956A1 (fr)
WO (1) WO1997035081A1 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2156522B1 (es) * 1999-01-08 2001-12-01 Fachadas Del Norte S L Sistema de fijacion para aplacados en fachada ventilada.
DE20017663U1 (de) * 2000-10-14 2002-02-21 fischerwerke Artur Fischer GmbH & Co. KG, 72178 Waldachtal Fassadenplattenhalter
HU2333U (en) * 2002-03-04 2002-07-29 H R Profix Homlokzat Roegzites Support for border piling
KR100795458B1 (ko) * 2007-01-30 2008-01-30 (주)대동석재공업 건축물의 외장패널 고정장치
CN102635761A (zh) * 2012-04-27 2012-08-15 中国联合工程公司 一种可调垫铁
KR101338691B1 (ko) * 2012-06-19 2013-12-06 주식회사 케이씨씨 마감재 설치구조
DE202021105402U1 (de) 2021-10-06 2021-11-04 Daniel Sehrbrock Traganker als Haltevorrichtung zur Überbrückung von Fassadenöffnungen

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2516966A1 (fr) * 1981-11-20 1983-05-27 Duperrey Patrick Dispositif pour la fixation d'elements de revetement a une paroi d'une construction
DE3203194C2 (de) * 1982-01-30 1985-08-22 Siegfried 7135 Wiernsheim Fricker Haltevorrichtung für Bauwerksbekleidungen
DE3530694A1 (de) * 1985-08-28 1987-04-02 Siegfried Fricker Vorrichtung zur verankerung von platten
FR2685939B1 (fr) * 1992-01-06 1994-03-11 Rapid Sa Attache de fixation reglable d'un panneau formant revetement de facade par exemple.
DE19506023C2 (de) * 1995-02-22 1997-07-10 Lutz Ankersysteme Gmbh & Co Traganker für Fassadenplatten

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9735081A1 *

Also Published As

Publication number Publication date
WO1997035081A1 (fr) 1997-09-25
HUP9901300A2 (hu) 1999-08-30
HUP9901300A3 (en) 1999-11-29
ATE281574T1 (de) 2004-11-15
CZ294198A3 (cs) 1999-04-14
KR20000064534A (ko) 2000-11-06
CN1214099A (zh) 1999-04-14
DE59712062D1 (de) 2004-12-09
EP0886708B1 (fr) 2004-11-03
BR9708203A (pt) 1999-07-27
DE19610408A1 (de) 1997-09-25
PL328956A1 (en) 1999-03-01

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