EP0121120B1 - Fassadenverkleidung mit Unterkonstruktion - Google Patents

Fassadenverkleidung mit Unterkonstruktion Download PDF

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Publication number
EP0121120B1
EP0121120B1 EP84102272A EP84102272A EP0121120B1 EP 0121120 B1 EP0121120 B1 EP 0121120B1 EP 84102272 A EP84102272 A EP 84102272A EP 84102272 A EP84102272 A EP 84102272A EP 0121120 B1 EP0121120 B1 EP 0121120B1
Authority
EP
European Patent Office
Prior art keywords
vertical
flange
facade
sub
construction
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.)
Expired
Application number
EP84102272A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0121120A2 (de
EP0121120A3 (en
Inventor
Hans Schmidlin
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.)
Eltreva AG
Original Assignee
Eltreva AG
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 Eltreva AG filed Critical Eltreva AG
Priority to AT84102272T priority Critical patent/ATE36184T1/de
Publication of EP0121120A2 publication Critical patent/EP0121120A2/de
Publication of EP0121120A3 publication Critical patent/EP0121120A3/de
Application granted granted Critical
Publication of EP0121120B1 publication Critical patent/EP0121120B1/de
Expired 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
    • 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
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements 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
    • E04F13/12—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 of metal or with an outer layer of metal or enameled metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/05—Separate connectors or inserts, e.g. pegs, pins, keys or strips
    • E04F2201/0511—Strips or bars, e.g. nailing strips

Definitions

  • the invention relates to a facade cladding with a substructure, consisting of sheet metal beveled on its vertical edges towards the substructure, which with its upper edge on bolts or the like.
  • hang which are defined in vertical profiles of the substructure, each sheet of metal has a Z-shaped double bend on its upper horizontal edge and a U-shaped double bend on its lower horizontal edge, and where two sheet metal plates lying vertically one above the other in the same facade plane have the free flange of Z-shaped double bow of the lower metal sheet engages under the free flange of the U-shaped double bow of the upper metal sheet and forms the bottom of an open horizontal butt joint and a protection against horizontal displacement is provided between the metal sheet and the substructure.
  • facade claddings are usually used to protect building walls and their insulation from the effects of the weather. These facades are called “cold facades” because they are ventilated. As a result, the vapor diffusion escaping from the building is carried away and cannot precipitate out, soaking the insulation of the building and possibly making it unusable.
  • Facades of this type are made of different materials (e.g. pelichrome, eternit, cold-rolled profile sheets, folded metal sheets).
  • the cladding sheets are usually held by a previously installed and aligned substructure, which usually has longitudinal and transverse ribs and onto which the sheet metal sheets are screwed, plugged or riveted.
  • the substructure must absorb the weight of the cladding as well as the forces resulting from wind pressure and suction. The assembly must be carried out in such a way that disassembly is also possible for repair purposes.
  • the substructure should be designed so that no water can penetrate behind the panels or water that has penetrated is drained out again.
  • each sheet of metal is bent at a right angle on its two vertical edges, these bent legs protruding against T-shaped rods which are perpendicularly attached to fastening angles of the substructure at intervals from one another.
  • Each metal sheet is screwed to the substructure with the T profiles mentioned, the screws being inserted through holes in the Z-flange of each metal sheet.
  • FIG. 579 688 Another facade cladding can be found in CH-PS 579 688.
  • the metal sheets have a simple fold on their vertical edges, into which an upward-facing, angular insertion slot is punched in the manner of a bayonet catch at the top and bottom. With these insertion slots, the metal sheet is hung on bolts or hollow profiles, which are held parallel to the facade level in vertical profiles of the substructure.
  • the vertical profiles have a U-shaped cross-section and are open towards the metal sheets, with one fold of two metal sheets lying horizontally next to one another engaging in a vertical profile at a distance from one another.
  • each of the bolts mentioned is overlapped by an expansion spring in order to achieve a clamping lock on the flanks of the insertion slot designed in the manner of a key opening.
  • a slotted plastic sleeve can be pressed onto the spreading spring and serves as a spacer between the two adjacent metal plates.
  • the vertical profiles that receive the bolts usually consist of a bent or pressed aluminum profile that is connected to the shell with adjustable steel anchors or aluminum anchors. Usually only vertical profiles are provided that cover the joint of two metal plates.
  • a major disadvantage of this construction is the strong weakening of the sheet metal as a result of the punched-out insertion slots in the folds, which can cause the punchings to buckle.
  • Another disadvantage is that the metal sheets are always only attached to the substructure at points. Sheet metal that has been folded several times can no longer be hung, but must be made up of several parts. The position of the suspension must be planned, calculated and divided. If the basic structure is not properly installed, corrections are no longer possible. The vertical profiles of the substructure, since they are visible in the area of the butt joints, must be coated in the same color as the metal sheets.
  • brackets In order to avoid the above-mentioned weakening of the metal sheets, brackets have been welded to the folds of the metal sheets instead of the punched-out areas, so as to allow these U-shaped metal sheets to be hooked into the substructure.
  • the effort to weld this suspension leads to a very expensive construction. Problems arise with the anodized version of the metal sheets due to the welding work.
  • the object of the invention is to improve the facade cladding cited at the outset, in particular with regard to its stability.
  • the height of the Z-flange is greater than the height of the U-flange for each metal sheet not arranged on the edge of a facade level.
  • the double fold leads to a higher stiffness of the metal sheets during transport and use. Punching or welding of other fastening parts to the metal sheets is not necessary.
  • the bend of the metal sheets remains even with left or right connections to the structure or with corner designs.
  • the metal sheets are anchored over their entire height.
  • the metal sheets are shifted in the horizontal direction during the mounting, whereby the mounting can take place from left to right or vice versa. According to the new system, multiple folded metal sheets could also be hung. Regardless of the size of the sheet, there are always only two bolts or the like. required per sheet. Apart from the folding, no further processing steps are required on the metal sheets.
  • the vertical profiles can be raw because they are not visible. Welding work is completely eliminated. If the substructure is installed incorrectly, it can be corrected by drilling new holes.
  • the protection against horizontal displacement of the metal sheets can be formed by self-tapping screws which are screwed through the metal sheet into the vertical profiles.
  • the through holes for the self-tapping screws can be designed as vertical slotted holes in the metal sheet in order to be able to compensate for height.
  • said securing can also take place by means of an indentation provided in the upper sheet metal edge, against which one of the bolts bears laterally, or into which a bolt engages with a groove.
  • Two bolts or the like can be used for each sheet of metal. be provided, which are held in the two adjacent vertical profiles of the substructure.
  • any other design of supports, noses or the like could in principle be used. be provided.
  • the metal sheets are mounted from bottom to top, they can be placed on the bolts in the intended position and hung on the side. However, if assembly is to take place from top to bottom, the metal sheets must be retracted into a lower position than the intended one and then pushed up. For this it is then necessary that the bolts or the like. can be pressed flush against the action of a spring into the surface of the associated vertical profile of the substructure. When the sheet is pushed up, the bolts are then pushed back by the upper horizontal Z-flange of the sheet; the sheet of metal can then be pushed up until the two side bolts spring out from under the upper fold under the action of the spring.
  • the vertical profile of the substructure can preferably be approximately U-shaped in cross-section, both U-legs being formed by box profiles, while the U-web forms the insertion slot in connection with a short parallel web.
  • the U-web and the parallel web each have a chamfer.
  • Each box profile of the vertical profile can have a continuous vertical slot in its side wall facing the claimed vertical profile and form the mounting for the bolts and the holder for the structural attachment.
  • the vertical slot allows the insertion of the spring acting on the bolt, which is preferably bent in the form of a leaf, with its central portion engages in a form-fitting manner in an annular groove of the bolt and its ends are supported on a web of the vertical profile.
  • the spring can be bent from a steel wire.
  • the vertical Z-flange of each sheet has a punch exposed this opening.
  • This punching can be done with an adhesive tape or the like. be covered.
  • the opening is expediently a hole which, together with the two adjacent holes for receiving the bolts, can be produced very easily on site.
  • the hole mentioned is always in the same relationship to the holes for holding the two bolts, so that the three holes can be made simultaneously with a drilling jig.
  • the tool to be inserted through said opening can e.g. B.
  • the corresponding sheet of metal loses its support and slides down as far as the horizontal joint allows.
  • the sheet metal plate can then be pulled out of its holder by lateral displacement. The reinsertion takes place as described above, without the need for tools.
  • the sheet metal screws securing the metal sheets against horizontal displacement have no supporting function.
  • the insertion slot in the vertical profiles is designed so that different sheet thicknesses can be used for the sheets. Thickness compensation is achieved with locally applied adhesive tapes that are the same should prevent any possible rattling of the metal sheets in their insertion slot.
  • the U-legs of the vertical profiles forming the substructure face the metal sheets, so that their vertically running edge regions are each between these U-legs.
  • the two bolts or the like which are guided through the U-legs of a vertical profile and are in a horizontal plane. can be connected to each other at their ends facing away from the metal sheets. If the U-legs mentioned are not designed as a box profile, a separate bearing part could be provided to hold a bolt, which is fastened to the U-leg.
  • the facade cladding with substructure explained above only affects the facade area that is not on the edge of a facade level.
  • the substructure in the edge or corner region of the facade can consist of a vertical profile which is approximately U-shaped in cross section, the outer U-leg forming the edge or corner connection, the inner U-leg forming a box profile and the U-web in conjunction with a short parallel web form an insertion slot for the vertical Z-flange of a metal sheet.
  • the outer U-leg then serves as a connection z. B. on masonry, while the box section forming the inner U-leg takes over the function explained above for the box section.
  • any desired width of the vertical butt joint can be achieved, depending on aesthetic requirements.
  • the substructure in the corner area formed between two facade sides instead of two vertical profiles can also consist of only one combined vertical profile which, in the plane of one facade side, has an insertion slot open to the side for the vertical Z-flange, one in this plane arranged sheet metal plate and in the plane of the other side of the facade has at least one insertion slot open to the side for the vertical U-flange of a sheet metal plate arranged in this other plane.
  • This vertical profile can also have a third insertion slot, which lies in the same vertical plane as the insertion slot for the vertical U-flange, but protrudes into the area of the other facade side.
  • Figure 1 shows schematically a section of a flat facade, of which only metal sheets 1 are indicated.
  • the right edge area of the facade is connected to a masonry 31.
  • Each metal sheet 1 has on its one vertical edge and on its upper horizontal edge a Z-shaped double bow 4 and on its other vertical edge and on its lower horizontal edge a U-shaped double bow 5.
  • the height z of the free flange of the Z-shaped double bow (hereinafter referred to as "Z flange") is more than twice the height u of the free flange of the U-shaped double bow (hereinafter referred to as short) Called "U-flange").
  • the height difference z - u corresponds to the width of the butt joints 6 in the horizontal and vertical joints between the metal sheets 1, the Z flange 4a in each case Bottom of the butt joint 6 forms (see in particular Figure 3).
  • the vertical profiles 3 have an insertion slot 7 which is open to the side and into which the vertical Z and U flange 4a, 5a of two horizontally adjacent metal sheets 1 are inserted (see FIG.
  • Each sheet 1 hangs with its upper, right-angled edge 8 on the bolt 2 or the like protruding perpendicularly to the facade plane from the substructure. (see Figure 3). Between sheet metal plate 1 and the substructure there is in each case a protection against horizontal displacement, which according to FIG. 2 can be formed by sheet metal screws 9 which are screwed through the sheet metal plate 1 into the vertical profiles 3.
  • FIG. 6 shows that the through holes for the sheet metal screws 9 are designed as vertical slot holes 10 in the sheet metal plate 1.
  • the vertical profile 3 is approximately U-shaped in cross-section, both U-legs being formed by box profiles 13, while the U-web 14 forms the above-mentioned insertion slot 7 in connection with a short parallel web 15.
  • U-web 14 and parallel web 15 each have a chamfer 16.
  • the flanges mentioned are expediently equipped with intermediate layers 12 in the insertion area.
  • Each box section 13 of the vertical section 3 has a continuous vertical slot 17 in its side wall facing the adjacent vertical section and forms the mounting for the bolts 2 and the holder for the structural attachment.
  • Figures 3 to 5 show that the spring 11 is bent in sheet form from a steel wire, engages with its central portion 18 in a form-fitting manner in an annular groove 19 of the bolt 2 and is supported with its ends on a web 20 of the vertical profile 3 of the substructure.
  • each metal sheet 1 in the area of the cross point of four metal sheets 1 in the vertical profile 3 of the substructure, there is an opening 21 for inserting one of the adjacent bolts 2 or the like. impressing tool provided.
  • the vertical Z-flange 4a of each metal sheet 1 has a punched-out portion 22 that exposes this opening 21.
  • FIG. 7 shows a horizontal section through the edge region of a facade, which adjoins a masonry 31.
  • the substructure consists of a vertical profile 23, which is approximately U-shaped in cross section, the outer U-leg 24 connecting the edge or corner, the inner U-leg a box profile 13 and the U-web 14 in connection with a short parallel web 15 form an insertion slot 25 for the vertical Z-flange 4a of a metal sheet 1.
  • the Z-flange 4a is only about half as wide as in the embodiment according to FIGS. 2 to 6.
  • FIG. 8 shows a schematic representation according to FIG. 1 the corner area of a facade in which two facade sides C and D converge.
  • the section along the line IX-IX is shown in FIG. 9.
  • two vertical profiles 23 according to FIG. 7 are connected to one another via an angle piece 26, which can be rectangular (solid representation) or can be acute-angled according to the broken line.
  • the right-angled angle piece 26 is covered with a cover plate 27 in the exemplary embodiment.
  • the Z-flange 4a shown in solid lines has approximately the width of the U-flange 5a; in this case the width of the two butt joints 6 is the same in the corner area.
  • the Z-flange 4a can also have the width shown in FIG. 2 (see dashed line); in addition, the butt joint 6 formed by the Z-shaped double bend 4 can also be closed by a cover plate 27a.
  • FIG. 10 shows a horizontal section comparable to FIG. 9, but the two vertical profiles 23 shown in FIG. 9 are combined to form a single vertical profile 28.
  • this has an insertion slot 25 which is open to the side for the vertical Z-flange 4a of a sheet metal plate 1 arranged in this one plane and in the plane of the other facade side D two insertion slots 29, 30 which are open to the side vertical U-flange 5a of a metal sheet 1 arranged in this other plane.
  • the U-flange 5a is inserted into the insertion slot 29, while the other insertion slot 30 is covered by a cover plate 27.
  • the cover plate 27 can have various shapes.
  • the same vertical profile 28 is used in the embodiment shown in FIG. However, here the U flange 5a is inserted into the insertion slot 30, while the Z flange 4a has a reduced width. As a result, only a very narrow butt joint 6 is obtained in the facade side C, but in the facade side D there is no butt joint at all in the corner area. Here, too, the butt joint 6 in the facade side C can be widened by widening the Z flange 4a accordingly.
  • the sheet metal screws 9 indicated in FIG. 2 and explained above can be provided.
  • an indentation 9a in the upper sheet metal edge of the sheet metal sheets see dashed illustration in FIG. 2
  • FIG. 3 Another solution is shown in dashed lines in FIG. 3:
  • the bolt 2 with a groove 2a engages over a corresponding indentation 9a or a correspondingly inwardly bent edge of the metal sheet.
  • the bolt 2 could also be installed in a slightly inclined position to the facade level instead of the groove 2a shown in dashed lines.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Walking Sticks, Umbrellas, And Fans (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
EP84102272A 1983-04-02 1984-03-02 Fassadenverkleidung mit Unterkonstruktion Expired EP0121120B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84102272T ATE36184T1 (de) 1983-04-02 1984-03-02 Fassadenverkleidung mit unterkonstruktion.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3312150A DE3312150A1 (de) 1983-04-02 1983-04-02 Fassadenverkleidung mit unterkonstruktion
DE3312150 1983-04-02

Publications (3)

Publication Number Publication Date
EP0121120A2 EP0121120A2 (de) 1984-10-10
EP0121120A3 EP0121120A3 (en) 1986-10-15
EP0121120B1 true EP0121120B1 (de) 1988-08-03

Family

ID=6195448

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84102272A Expired EP0121120B1 (de) 1983-04-02 1984-03-02 Fassadenverkleidung mit Unterkonstruktion

Country Status (4)

Country Link
EP (1) EP0121120B1 (enrdf_load_stackoverflow)
AT (1) ATE36184T1 (enrdf_load_stackoverflow)
DE (2) DE3312150A1 (enrdf_load_stackoverflow)
DK (1) DK158484A (enrdf_load_stackoverflow)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4607471A (en) * 1984-11-08 1986-08-26 Construction Specialties, Inc. Panel wall system
DE3517443A1 (de) * 1985-05-14 1986-11-20 Straub GmbH & Co Metallbau, 8857 Wertingen Haltekonstruktion fuer hinterlueftete fassaden aus schalenfoermigen fassadenelementen
DE3546145A1 (de) * 1985-12-30 1987-07-02 Ingenium Ing Gmbh Bau Kg Vorhangfassadenkonstruktion
US4866896A (en) * 1988-04-26 1989-09-19 Construction Specialties, Inc. Panel wall system
GB9200961D0 (en) * 1992-01-17 1992-03-11 Twelco Engineering Limited Modular construction units for buildings
DE4218413C2 (de) * 1992-06-04 1994-06-16 Boos & Hahn Licht Form Farbe G Vorrichtung zum Befestigen von plattenförmigen Fassadenelementen
DE59503121D1 (de) * 1994-05-16 1998-09-17 Ul Tech Ag Profilschiene zur Befestigung flächiger Gegenstände
DE20217794U1 (de) 2002-11-13 2003-04-17 Galwas, Reiner, 14129 Berlin Stahl-Aluminium-Fassadenelemente für Brand- und Schallschutz Fassaden
EP4491827A1 (en) * 2023-07-11 2025-01-15 Mitsubishi Polyester Film GmbH Mounting system for exterior and interior cladding systems

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1882529A (en) * 1931-03-02 1932-10-11 Emil F Thulin Covering for walls
DE1825941U (de) * 1960-12-03 1961-02-02 Aluminium Walzwerke Singen Wandverkleidungsplatte.
US3271918A (en) * 1964-06-16 1966-09-13 James A Phillips Inc Hanger assembly
CH459513A (de) * 1967-07-12 1968-07-15 Neveu Rene Verbindungs- und Befestigungsmittel für aus Platten oder Bändern hergestellte Dach-, Decken- und Wandverkleidungen
DE1940720A1 (de) * 1969-08-09 1971-02-25 Hertel Heinrich Dr Ing Bauelementensatz fuer Wand-,Decken- oder Fassadenverkleidung
DE2217631A1 (de) * 1972-04-12 1973-10-25 Uhl Kg Geb Bausatz fuer eine fassadenverkleidung
DE7414005U (de) * 1974-04-23 1974-07-25 Eltreva Ag Aufhaengevorrichtung fuer blechkoffer
DE2750961A1 (de) * 1977-11-15 1979-05-17 Mainz & Mauersberger Vorrichtung zur sicherung von fassadenelementen
DE7735293U1 (de) * 1977-11-18 1978-02-23 Schueco Heinz Schuermann Gmbh & Co, 4800 Bielefeld Vorgefertigte vorhangfassade
DE2850167C2 (de) * 1978-11-18 1986-11-13 Karl-Heinz 4600 Dortmund Mauersberger Unterkonstruktion zur Befestigung von kassettenartigen Fassadenelementen
FR2458647A1 (fr) * 1979-06-13 1981-01-02 Technal International Sa Dispositif de fixation de plaques de parement notamment de plaques de marbre
DE2927164A1 (de) * 1979-07-05 1981-01-08 Hesa Alu Bauelemente Herbert S Fassadenverkleidung
DE7924670U1 (de) * 1979-08-31 1979-11-22 Schueco Heinz Schuermann Gmbh & Co, 4800 Bielefeld Vorhangfassade eines gebaeudes mit kassettenartigen fassadenelementen
GB2080356B (en) * 1980-06-17 1984-02-01 Hunter Douglas Ind Bv Panelling and carriers therefor

Also Published As

Publication number Publication date
DE3312150A1 (de) 1984-10-11
DE3473168D1 (en) 1988-09-08
DK158484D0 (da) 1984-03-19
ATE36184T1 (de) 1988-08-15
DE3312150C2 (enrdf_load_stackoverflow) 1987-11-12
EP0121120A2 (de) 1984-10-10
EP0121120A3 (en) 1986-10-15
DK158484A (da) 1984-10-03

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