EP3623542A1 - Construction de façades resistant aux vibrations - Google Patents

Construction de façades resistant aux vibrations Download PDF

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Publication number
EP3623542A1
EP3623542A1 EP18194051.1A EP18194051A EP3623542A1 EP 3623542 A1 EP3623542 A1 EP 3623542A1 EP 18194051 A EP18194051 A EP 18194051A EP 3623542 A1 EP3623542 A1 EP 3623542A1
Authority
EP
European Patent Office
Prior art keywords
facade
panels
panel
substructure
plate
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
EP18194051.1A
Other languages
German (de)
English (en)
Other versions
EP3623542B1 (fr
Inventor
Claus Girnghuber
Rudolf Wagner
Dietmar Müller
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.)
Moeding Keramikfassaden GmbH
Original Assignee
Moeding Keramikfassaden 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 Moeding Keramikfassaden GmbH filed Critical Moeding Keramikfassaden GmbH
Priority to EP18194051.1A priority Critical patent/EP3623542B1/fr
Priority to US16/567,726 priority patent/US10920427B2/en
Publication of EP3623542A1 publication Critical patent/EP3623542A1/fr
Application granted granted Critical
Publication of EP3623542B1 publication Critical patent/EP3623542B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04F13/0803—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
    • E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
    • E04F13/0826—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements engaging side grooves running along the whole length of the 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
    • E04F13/0803—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
    • E04F13/0812—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of spring action
    • 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
    • E04F13/14—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 stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/142—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 stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of ceramics or clays
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2203/00—Specially structured or shaped covering, lining or flooring elements not otherwise provided for
    • E04F2203/04—Specially structured or shaped covering, lining or flooring elements not otherwise provided for comprising a plurality of internal elongated cavities arranged in substantially parallel rows

Definitions

  • the invention is based on a facade construction, preferably a rear-ventilated facade construction.
  • the facade construction has a substructure made of supporting profiles.
  • the substructure is arranged in front of a building wall and anchored in place in the floor and / or in the building wall.
  • the facade construction has extruded facade panels made of ceramic material, preferably of clay material.
  • the facade panels are attached to the substructure using panel holders.
  • the plate holders are arranged on all or only some of the supporting profiles of the substructure.
  • the plate holders are attached to the support profiles directly or via separate supports.
  • the plate holders have receptacles that are used for fastening, i.e. Bracket of the facade panels are engaged with edge areas of the facade panels.
  • Such facade constructions are in the EP 1 878 847 A2 , the EP 2 186 966 A2 and the DE 10 2007 037 566 A1 described.
  • the facade panels are each arranged in landscape format, that is, they run horizontally with their extrusion direction.
  • the plate holders each have H-shaped receptacles, ie double receptacles, consisting of a U receptacle open at the bottom and a U receptacle open at the top.
  • the U-mounts form an engagement with the lower and upper edges of the facade panels.
  • the known joint profiles are generally components made of spring sheet metal with an essentially ⁇ -shaped cross section with angled legs. They are arranged in the vertical joint profile between the front of the support profile and the rear of the facade panels in order to obtain a vibration-proof arrangement of the facade panels by their grip on the vertical edges of the facade panels adjacent in the joint area.
  • Such joint profiles are in the EP 1 878 847 A2 shown.
  • Such spring elements as elastic brackets in the U-shaped receptacles of the plate holder are in the EP 1 878 847 A2 described.
  • the invention has for its object to develop a facade construction that enables a vibration-proof arrangement of the facade panels in a structurally simple and inexpensive manner.
  • the main claim 1 provides a facade construction, preferably designed as a rear-ventilated facade construction.
  • the facade construction has a substructure made of supporting profiles. This can be a plurality of identical support profiles, but also different support profiles with which the substructure is produced, in such a way that the substructure is arranged in front of a building wall and is fixed in place in the floor and / or in the building wall.
  • the facade panels are facade panels with folds and / or extruded.
  • the facade panels are preferably made of ceramic material, e.g. Clay material trained.
  • the facade panels are attached to the substructure using panel holders.
  • the facade panels preferably have folds.
  • the folds preferably extend along opposite outer edges of the facade panels.
  • the fold longitudinal extension therefore corresponds to that
  • the folds preferably form the edge regions of these edges.
  • All or only some of the support profiles that form the substructure have plate holders.
  • the plate holders are attached to the support profiles, preferably detachably, directly or via separate supports.
  • the plate holders have receptacles which are engaged with edge regions of the facade plates for fastening the facade plates.
  • a key solution feature is that pressure elements are provided in addition to the plate holders. These are pressure elements, which are concealed behind the facade panels on the substructure, preferably releasably attached.
  • the pressure elements are each assigned to only one facade panel, in such a way that the pressure elements each engage on the rear side of the assigned facade panel in an area which is arranged at a distance from the panel holders engaging on the facade panel with their receptacles.
  • the assigned facade panel is spring-loaded by the pressure element in the direction of the front in the sense of a vibration-proof reception of the facade panel. It can be provided that only one such pressure element is assigned to each facade panel.
  • the pressure element has a compression spring device.
  • the compression spring device has a pressure spring clip for interacting with the rear of the assigned facade panel.
  • the pressure spring clip works with the outside of the spring clip with the back the facade panel together.
  • the pressure spring clip can have corrugations on the outside in special designs.
  • the pressure element has a fastening section via which the pressure element is fastened to a support profile of the substructure, preferably to a support profile to which one or more of the plate holders is or are fastened.
  • the fastening section is fastened to the supporting profile by means of a screw connection and / or a riveted connection and / or a clamping connection and / or an insertion device which engages in a form-fitting manner in a slot of the supporting profile.
  • the facade panels can be used in portrait or landscape format, forming a portrait facade panel construction or a landscape facade construction.
  • the facade panels are designed with folds and / or extruded, and that the facade construction is designed as a landscape format facade construction in which the facade panels are aligned horizontally with their longitudinal fold extension and / or extrusion direction are, and that the plate holder attack with their preferably U-shaped receptacle on the upper and lower horizontal edges of the facade panels.
  • the facade panels are designed with folds and / or extruded, and that the facade construction is designed as a portrait format facade construction in which the facade panels are aligned vertically with their longitudinal fold extension and / or extrusion direction are, and that the plate holder with their preferably U-shaped receptacle engage on opposite vertical edges of the facade panels, and that at least one weight support holder on the facade panels, preferably at the lower horizontal edge of the facade panel with a preferably L-shaped
  • the weight support bracket is preferably releasably attached to one of the support profiles to which the plate holder are attached directly or via separate supports, or to a further support profile of the substructure.
  • the attack of the U-shaped and L-shaped receptacles on the edge of the facade panel can be designed as a multi-sided gripping with concerns or just as a one-sided concern.
  • Fig. 1 shows a first embodiment of a facade construction 1 and Fig. 2 a second embodiment of a facade construction 1.
  • each is a facade construction with facade panels 12, which are arranged on a substructure 4 in front of a building wall 11.
  • the facade panels 12 are each extruded, rectangular in plan from ceramic material.
  • the plates are rectangular in plan and have parallel elongated holes 12l running in the extrusion direction SPR.
  • the elongated holes 12l are evenly distributed in the longitudinal center plane of the plates with an identical mutual distance over the floor plan of the plate.
  • the facade panels 12 are in the facade construction Fig. 1 and 2nd each arranged so that they are aligned with each other with their front, forming a common front level F.
  • the facade panels 12 are arranged in landscape format, ie the facade panels 12 are arranged in the facade construction in such a way that their extrusion direction SPR is arranged horizontally.
  • the facade panels 12 are arranged in portrait format, ie the facade panels 12 are arranged in this facade construction so that their extrusion direction SPR is arranged vertically.
  • the facade panels 12 are configured identically in the two versions of the facade construction. You are just in Fig. 1 in landscape format and in Fig. 2 in portrait format, ie rotated by 90 ° around its vertical axis.
  • the substructure 4 is formed by vertical support profiles 41.
  • Plate holders 13 are fastened to the support profiles 41 in vertical rows.
  • the plate holder 13 each have an H receptacle 13h.
  • the rear rabbet edges are offset towards the front of the facade panel towards the building wall 11.
  • the facade panels 12 in Fig. 1 each have a single top fold 12ko at their upper edge; this is in the rear level.
  • the facade panels each have a longer foot rebate 12fl in a front level and a shorter foot rebate 12fk in the rear level.
  • the top rebate 12ko of the lower facade panel 12 engages in the lower receptacle of the H receptacle 13h.
  • the rear short foot rebate 12fk of the upper facade panel 12 engages in the upper receptacle, the longer foot rebate 12fl covering the H receptacle 13h on the front side.
  • the facade panels 12 are in the facade construction in Fig. 1 held by the plate holder 13 so that plate holder 13 each attack at the top and bottom with their H receptacles 13h, namely at the top of the facade panel with the bottom receptacle of the H receptacle and at the bottom of the facade panel with upper picture of the H picture.
  • the joint profiles 18 engage in these joints.
  • the joint profiles 18 are designed as spring plate profiles with an essentially ⁇ -shaped cross section with angled legs.
  • the joint profile 18 is arranged between the front of the support profile 41 and the rear of the facade panels that are horizontally adjacent via the joint.
  • the joint profile 18 extends along the longitudinal central axis of the support profile 41 over several horizontal rows of the facade panels.
  • the joint profile 18 acts on the facade panels in such a way that they are pushed into the receptacles 13h of the panel holders 13 in the direction of the front of the facade construction and come into contact with the inside of the front leg of the U receptacles of the panel holders 13.
  • the joint profile 18 thus ensures a vibration-proof arrangement of the facade panels in the panel holders 13.
  • Inserted plate holders 13 are integrated in the receptacles of the plate holder bow-shaped stainless steel springs 13f made of sheet steel, which engage in assigned rear grooves in the facade panels and thus prevent the facade panels from being lifted out.
  • Such stainless steel springs 13f in recordings of plate holders are for example in the EP 1 878 847 A2 described.
  • the substructure 4 is formed by horizontal support profiles 42. Plate holders 13 are fastened to the support profiles 42 in horizontal rows.
  • the plate holder 13 are constructed in the same way as the plate holder in FIG Fig. 1 .
  • H receptacles 13h with bow-shaped stainless steel springs 13f integrated therein.
  • bow-shaped stainless steel springs 13f can be arranged in both receptacles in order to hold the engaging fold edge.
  • the plate holders 13 engage with their H receptacles on the vertical side edges of the facade plates 12 arranged in portrait format. In this case, the respective rear folded edges of the facade panels engage in the receptacles in the panel holder 13. The engagement of the side fold edges in Fig.
  • the horizontal support profiles 42 are preferably in Fig. 2 to identical components as in the vertical support profiles 41 of the Fig. 1 , this in Fig. 2 are only arranged in a horizontal arrangement, ie rotated by 90 ° about the vertical axis. Even with the plate holders 13 in Fig. 2 it is preferably plate holders which are of identical design and are arranged on the support profiles 42 in the same way as the plate holders 13 in Fig. 1 . With regard to the function, the plate holders 13 differ in the facade construction in Fig. 2 however from the plate holders 13 in the facade construction in Fig. 1 . In Fig. 2 the plate holders 13 only carry the wind loads, since they only engage laterally on the vertical edges of the facade plates.
  • the vertical format facade construction is in Fig. 2 separate angle bracket 19 with L-shaped bracket attached to the support profiles 42.
  • the angle brackets 19 are attached to the support profiles 42 as in FIG Fig. 2 shown via a screw or rivet connection on the front side of the support profile 42 outside the slot fastening rows in which the angle brackets 19 are fastened via rivet connection.
  • the facade panels 12 rest with their lower edge on the angle brackets 19.
  • the free L-leg of the L-shaped receptacle of the angle bracket 19 engages under the lower edge of the facade panels 12, preferably without projecting from the front (see Figures 5 ).
  • the angle holder 19 engaging at the lower edge of the facade panel 12 can be covered by a fold which is formed by a lower incision 12a at the lower edge of this facade panel and additionally by a fold which is formed by an upper incision 12b at the upper edge of the adjacent one Facade panel 12 is formed.
  • the support bracket 19 engages between the lower horizontal edge of the upper facade panel and the upper horizontal edge of the facade panel adjacent below.
  • the angle bracket 19 is covered by the fold, which is formed as a front fold through the lower incision 12a on the lower horizontal edge and through the upper incision 12b on the upper horizontal edge of the facade panel.
  • the angle bracket 19 can as in Fig. 5c shown at opposite Fig. 2 modified versions, also bevelled, that is, in the broadest sense, be formed with a U-shaped cross section and engage in a groove cut into the lower edge of the facade panel 12.
  • the lower edge of the facade panels can be designed in the broadest sense with a front fold and a rear fold and the angle bracket 19 can grip around the rear fold edge.
  • the upper edge of the facade panels 12 can also be designed with a comparable groove or with a front fold and a rear fold (see Figure 5d ).
  • the angle bracket 19 can have a bevel on its underside and engage in a corresponding manner in the lower edge of the facade panels, ie engage in the groove or encompass the rear fold.
  • a separate upper support bracket can be provided for the engagement in the upper edge of the facade panels 12, which is separately attached to the support profile 42.
  • the support holder can be designed with an essentially L-shaped cross section with a bevel on its underside.
  • the panel holders 13 are in the vertical format facade construction in Fig. 2 instead of in Fig. 1 used joint profiles 18 each arranged behind the facade panels 12 arranged pressure elements 28.
  • the pressure elements 28 each interact individually with a facade panel 12, ie a separate pressure element 28 per facade panel 12.
  • the pressure elements 28 are formed from spring sheet metal. They have a spring clip 28f and a fastening section 28b.
  • the pressure element 28 is arranged between the front of the support profile 42 and the rear of the facade panel 12 and acts with the outside of the spring clip 28f on the rear of the facade panel 12 and acts on the facade panel in the direction of the front of the facade construction.
  • the pressure elements 28 are with their fastening section 28b in the in Fig. 2 Façade construction shown attached to the support profile 42, namely via a rivet connection in an elongated hole in the row of elongated holes, in which the plate holder 13 are also attached.
  • the pressure elements 28 are fastened in the elongated holes of the elongated row 42l, which is formed in the support profile.
  • the plate holders 13 are also fastened in the same row of elongated holes 42l, in the same way as the pressure elements 28.
  • the same also applies to the facade construction in FIG Fig. 1 the plate holder 13 is fastened in the corresponding row of elongated holes 41l in the support profile 41. It is a fastening as known from the EP 2 186 966 A2 .
  • FIG. 4 The modified embodiment of the pressure element 28 shown, in contrast to that in FIG Fig. 2 used pressure element 28 on a fastening portion which is designed as a clamping tab.
  • the clamping tab cooperates with the elongated hole of the oblique oblong hole row 42l selected for the respective position in the profile carrier 42, to be precise with the formation of a clamping connection.
  • the clamping tab as in the individual illustration in Fig. 4 shown, an oblique end edge in which a Z-fold is formed. The slope of the end edge corresponds to the angle of inclination of the slot in the row of slots.
  • the pressure element 28 in the different versions of the Fig. 3 and 4th can also in the Fig. 1 Landscape format facade construction shown are used, namely attached to the support profile 41 in a corresponding manner as above for the facade structure of the Fig. 2 described.
  • the pressure element 28 can thus replace the joint profile 18 or can be used in addition to the joint profile 18.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Dispersion Chemistry (AREA)
  • Finishing Walls (AREA)
EP18194051.1A 2018-09-12 2018-09-12 Construction de façades resistant aux vibrations Active EP3623542B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP18194051.1A EP3623542B1 (fr) 2018-09-12 2018-09-12 Construction de façades resistant aux vibrations
US16/567,726 US10920427B2 (en) 2018-09-12 2019-09-11 FaÇade structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP18194051.1A EP3623542B1 (fr) 2018-09-12 2018-09-12 Construction de façades resistant aux vibrations

Publications (2)

Publication Number Publication Date
EP3623542A1 true EP3623542A1 (fr) 2020-03-18
EP3623542B1 EP3623542B1 (fr) 2022-08-31

Family

ID=63579071

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18194051.1A Active EP3623542B1 (fr) 2018-09-12 2018-09-12 Construction de façades resistant aux vibrations

Country Status (2)

Country Link
US (1) US10920427B2 (fr)
EP (1) EP3623542B1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020223012A1 (fr) * 2019-04-30 2020-11-05 Hunter Douglas, Inc. Système de couplage servant de montage de carreaux sur un bâtiment
NO346669B1 (en) * 2021-03-08 2022-11-21 Spilka Ind As Wall panel mounting tool, system and method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8621835U1 (fr) * 1986-08-14 1986-12-11 Herzog, Thomas, Prof. Dr., 8000 Muenchen, De
DE3934686A1 (de) * 1988-12-24 1990-06-28 Wagner System Gmbh Befestigungsvorrichtung fuer fassadenplatten, insbesondere fassadenziegel
JP2002294975A (ja) * 2001-03-27 2002-10-09 Katsuya Hiraoka パネル取付構造
DE10205623A1 (de) * 2002-02-12 2003-09-11 Wendker Fassaden Systembau Gmb Befestigungssystem für kleinformatige Wandelemente an Gebäudewänden
EP1878847A2 (fr) 2006-07-14 2008-01-16 Moeding Keramikfassaden GmbH Structure de mur rideau
DE102007037566A1 (de) 2007-08-09 2009-02-19 Moeding Keramikfassaden Gmbh Vorgehängte Plattenkonstruktion
EP2186966A2 (fr) 2008-11-13 2010-05-19 Moeding Keramikfassaden GmbH Structure de façades

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4783941A (en) * 1986-10-27 1988-11-15 William Loper Prefabricated panel for building wall construction
JPH05239902A (ja) * 1992-02-27 1993-09-17 Leo Kenchiku Sekkei Jimusho:Kk 建築物の壁面の工法
US5417020A (en) * 1992-08-12 1995-05-23 Dobija; Michael J. Wall system providing an array of individual panels
CH688866A5 (it) * 1992-12-22 1998-04-30 Sarna Granol Ag Disposizione di fissaggio per lastre minerali per facciate d'edifici.
CH691736A5 (de) * 1996-12-03 2001-09-28 Werkstaette Liechtblick Haltevorrichtung vorgehängter Wandverkleidungsplatten.
BE1017355A6 (fr) * 2006-11-10 2008-06-03 Pierson Michel Systeme de fixation polyvalent pour terrasses ou bardages en bois.
GB2495475A (en) * 2011-10-03 2013-04-17 Hardie James Technology Ltd Non combustible flooring comprising decking components and intermediate joining members

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8621835U1 (fr) * 1986-08-14 1986-12-11 Herzog, Thomas, Prof. Dr., 8000 Muenchen, De
DE3934686A1 (de) * 1988-12-24 1990-06-28 Wagner System Gmbh Befestigungsvorrichtung fuer fassadenplatten, insbesondere fassadenziegel
JP2002294975A (ja) * 2001-03-27 2002-10-09 Katsuya Hiraoka パネル取付構造
DE10205623A1 (de) * 2002-02-12 2003-09-11 Wendker Fassaden Systembau Gmb Befestigungssystem für kleinformatige Wandelemente an Gebäudewänden
EP1878847A2 (fr) 2006-07-14 2008-01-16 Moeding Keramikfassaden GmbH Structure de mur rideau
DE102007037566A1 (de) 2007-08-09 2009-02-19 Moeding Keramikfassaden Gmbh Vorgehängte Plattenkonstruktion
EP2186966A2 (fr) 2008-11-13 2010-05-19 Moeding Keramikfassaden GmbH Structure de façades

Also Published As

Publication number Publication date
EP3623542B1 (fr) 2022-08-31
US20200080318A1 (en) 2020-03-12
US10920427B2 (en) 2021-02-16

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