EP0045978A1 - Slab support to be anchored in the construction supporting a façade consisting of slabs of natural, concrete or ceramic facing stones - Google Patents

Slab support to be anchored in the construction supporting a façade consisting of slabs of natural, concrete or ceramic facing stones Download PDF

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Publication number
EP0045978A1
EP0045978A1 EP81106312A EP81106312A EP0045978A1 EP 0045978 A1 EP0045978 A1 EP 0045978A1 EP 81106312 A EP81106312 A EP 81106312A EP 81106312 A EP81106312 A EP 81106312A EP 0045978 A1 EP0045978 A1 EP 0045978A1
Authority
EP
European Patent Office
Prior art keywords
plate
web
holder according
leg
section
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
EP81106312A
Other languages
German (de)
French (fr)
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EP0045978B1 (en
Inventor
Walter Dipl.-Ing. Haase
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.)
Individual
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Individual
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Filing date
Publication date
Priority claimed from DE19803030624 external-priority patent/DE3030624A1/en
Priority claimed from DE19803037024 external-priority patent/DE3037024A1/en
Application filed by Individual filed Critical Individual
Priority to AT81106312T priority Critical patent/ATE5908T1/en
Publication of EP0045978A1 publication Critical patent/EP0045978A1/en
Application granted granted Critical
Publication of EP0045978B1 publication Critical patent/EP0045978B1/en
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
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • 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
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • E04F13/0808—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall adjustable in several directions one of which is perpendicular to the wall
    • 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
    • E04F13/0825—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 holes preformed into the covering elements

Definitions

  • the invention relates to the construction of plate holders for anchoring facade panels made of natural stone, concrete stone and ceramic on a substructure for ventilated facade panels on building walls, consisting of wall profiles formed as fixed point and sliding point, spacers, center beams or bumper beams for holding the facade plates, the facing surfaces of the wall-holding profiles, spacers, center girders and / or bumper beams have vertically arranged interlocking grooves and the wall-holding profiles, spacers, center girders and / or bumper beams can be connected to one another by means of riveted connections.
  • the object of the invention is to develop the facade substructure known according to D E-OS 28 27 148 in such a way that facade panels made of natural stone, concrete stone and ceramic can be used simply by providing full thermal insulation for the creation of a curtain wall.
  • the object is achieved by a pure with a holding bridge Center carrier or the like.
  • Clamping disc which can be connected by means of clamping members and on which a mandrel holder for receiving an anchor mandrel is arranged perpendicular to the plane of the clamping disc, the mandrel sections of which can be inserted and anchored in a manner known per se in a mandrel hole of a facade panel.
  • FIG. 1 shows a facade substructure 1 according to the invention arranged on a building wall 43.
  • Center supports 2 are arranged vertically in the predetermined grid dimension on holding elements, such as wall holding profiles and spacers, which are not shown in detail.
  • the grid dimension of the center girders 2 depends on the size of the facade panels 3.
  • These facade panels 3 are held by means of panel holders 12, 13 and wall brackets 14, 50.
  • the edge holders 14, 50 are arranged on the lateral boundaries of the facade substructure 1.
  • the anchor pins of the edge holders 14 are inserted into the facade panels 3 from below or from above. This avoids the need to arrange special cladding elements on the curtain wall to cover laterally projecting anchor mandrel sections.
  • the plate holders 12, 13 are designed so that their anchor pins 19 can be inserted laterally into the facade plates 3.
  • the plate holder 12, 13 consist of a clamping piece 16, which can be connected to a holding web 5 of a central support 2 and on which a mandrel holder 17, 18 is integrally formed with an anchor mandrel 19.
  • the clamping piece 16 consists of a base plate 22, on the one side edge 23 of which a cross-sectionally U-shaped holding portion 24 is formed. The free end section 6 of the holding web 5 can be inserted into this holding section 24.
  • a web 26 is bent at right angles to this, on which, facing the holding section 24, a corrugated group 27 is trained.
  • This corrugated group 27 consists of two teeth 11 arranged parallel to one another with a trapezoidal cross section, which can be brought into active engagement with the teeth of the corrugated group 10 of the central web 4 of the central carrier 2.
  • a spacer 29 is formed on the surface 28 of the base plate 22 facing away from the mandrel holder 17, 18. This also has a trapezoidal cross section. The end face of the spacer web 29 serves as a bearing surface 30 for supporting the holding web 5.
  • a guide surface 38 which is arranged at an oblique angle to the base plate 22 , is formed on the holding section 24. There is a stop surface 46, 47 on each side of the guide surface 38. The stop surface 46 is arranged at right angles to the web section 44, which is formed parallel to the base plate 22.
  • the stop surface 47 is arranged at right angles to the web section 45, which is aligned with the holding section 24 and is oriented at right angles to the base plate 22.
  • a flat shoulder 39 is formed on the web 26 parallel to the base plate 22. This flat shoulder 39 has the same distance from the surface 28 of the base plate 22 as the bearing surface 30 of the spacer web 29.
  • the holding section 24 is guided over the free end section 6 of the holding web 5 in such a way that the free end section 6 bears against the web section 45.
  • the clamping piece 16 can be pressed against the corner section 7 of the center beam 2 until this corner section 7 rests on the flat shoulder 39.
  • the corrugated group 27 comes into active engagement with the corrugated group 10 and the free end section 6 of the retaining web 5 lies against the stop surface 46 and the web section 44.
  • FIGS. 2a and 2b show possible embodiments of clamping members 80 which are used for the fixed attachment of a plate holder 12 designed as a sliding point serve on a holding web 5 of a central web 2.
  • a plate holder 12 fastened in this way to the central support 2 can only be used as a floating point, since it cannot take up loads in the vertical direction. This plate holder 12 only transfers horizontal loads.
  • a plate holder 13, which is designed as a fixed point, is provided for the absorption of vertical loads.
  • the clamping member 80 shown as detail X is designed as a clamping wedge 81.
  • This clamping wedge 81 consists of a plate-shaped blank 82, on which a wedge section 83 with a wedge-shaped cross section is formed.
  • This wedge-shaped section 83 serves to clamp the clamping piece 16 against the holding web 5.
  • a clamping member 80 is shown that is designed as a resilient spring plate 84.
  • the spring plate 84 consists of a plate-shaped convexly curved blank 85, on the end sections 86a, 86b of which locking elements 87, 88 are arranged on the clamping piece 16.
  • the locking members 87, 88 are designed as webs 90, 89 aligned at right angles to the plane of the blank 85.
  • a tab-shaped web 91 which is arranged approximately parallel to the plane of the blank 85 and faces the locking member 88, is formed.
  • the blank 85 is stretched due to its elasticity until the lower web 89 engages under the clamping piece 16 and the web 91 of the upper locking member 87 engages around the clamping piece 16. Due to the spring action of the spring plate 84, the plate holder 82 is held on the holding web 5 of the central support 2 in such a way that the rest loads of the facade cladding can be absorbed by the plate holder 12 without the latter moving on the central web 2. Single Lich with additional vertical loads, a slight displacement of the plate holder 12 is possible.
  • the spring plate 84 is therefore particularly well suited for fastening plate holders 12 designed as sliding points to a central support 2 or the like.
  • the clamping member 80 shown as detail Z can be used.
  • This is designed as an elastic spring plate 100, which consists of two blanks 102, 103 arranged at weak angles to one another. At the free end sections 86c, 86d, locking members 87, 88, which can be brought into contact with the clamping piece 16, are arranged. Parallel to these, between the upper blank 102 and the lower blank 103, a tensioning web 104 protruding opposite the plane of the spring plate 101 to the locking members 87, 88 is formed.
  • This tensioning web 104 comes to rest on the retaining web 5 of the central support 2 or the like and deforms the spring plate 100 so that the clamping member 80 is tensioned.
  • This clamping member 80 has the advantage that it can be used with base plates 22 of different widths, since the clamping action of the tensioning web 104 is independent of the width of the base plate 22.
  • the bracing by means of the tensioning web 104 also ensures that the clamping member 80 cannot fall out again when mounted overhead.
  • the holding section 24 in the case of a clamping piece 16 in such a way that the abutment surfaces 47, 44a abut one another directly at right angles without a special guide surface being arranged at an angle.
  • the cavity 93 between the stop surfaces 47, 44a and the end section 6 of the retaining web 5 must also be filled by the clamping member 80.
  • on the side of the holding section 24 facing the Clamping member 80 can be formed at right angles to the plane of the blank 82, 85 D, or webs 92, which can be inserted into the cavity 93.
  • the end section 6 of the holding web 5 is then clamped against the stop surfaces 47, 44a by these spacer lugs or webs 92 (FIG. 2c).
  • the plate holders 13 designed as fixed points are preferably attached by means of riveted connections.
  • an opening 31 is formed in the base plate 22, through which a rivet for connecting the clamping piece 16 to the holding web 5 of the central support 2 or the like can be inserted.
  • a mandrel holder 17 is formed on the side edge 25 of the base plate 22 assigned to the web 26 in such a way that it is aligned with the middle bar 4 of the middle carrier 2 when the plate holders 12, 13 are mounted.
  • the mandrel holder 17 consists of a plate-shaped leg 32, the end section facing away from the clamping piece has a thickening 35.
  • the armature mandrel 19 is mounted such that a mandrel section 20, 21 protrudes on both sides of the leg 32.
  • the center portion of the anchor mandrel 9 is a serration 19b od corrugations. The like., So that the anchor pin is uetschitati by Q in the opening 19c in the thickening 35 clamped 19th
  • Each of the mandrel sections 20, 21 is inserted into the blind holes located in these when the facade panels 3 are installed.
  • a plate-shaped leg 34 arranged at right angles to the base plate 22 is formed on the lower edge 33 of the base plate 22 of the clamping piece 16 (FIGS. 5a and 5b).
  • the anchor mandrel 19 is vertically attached such that the mandrel sections 20, 21 are uniform on both sides protrude the leg 34.
  • two openings 36, 37 are arranged laterally and offset in height, through which a rivet for connecting the clamping piece 16 to the retaining web 5 of the central support 2 or the like can be inserted.
  • the laterally offset arrangement of the openings 36, 37 compensates for loads and moments introduced by the facade panels 3 via the anchor mandrel 19.
  • FIGS. 6a and 6b show a simplified design of an edge holder 15.
  • This edge holder 15 consists of an L-shaped profile piece 40, one leg 41 of which is designed as a mandrel holder 18.
  • An anchor mandrel 19 is mounted in this leg 41, the mandrel sections 20, 21 also projecting beyond the leg 41 on both sides.
  • the other leg 42 has two perforations 36, 37, which are arranged next to one another and offset in height, through which, as with the edge holder 14, a rivet for connecting the edge holder 15 to the central carrier 2 or the like can be inserted.
  • the plate holder shown in FIG. 7, which serves as an edge holder 50 and which permits a particularly secure edge-side mounting of facade panels 3, consists of an L-shaped bracket 51 which is connected to the supporting element of the facade substructure 1 by means of a clamping piece 57.
  • a sliding guide 53 for a facade panel 3 with an opening 54 for the displaceable mounting of an anchor mandrel 55 is formed on one leg 52 of the holding bracket 51.
  • the other leg 56 can be determined by means of the clamping piece 57 on the retaining web 5 of a supporting element of the facade substructure 1.
  • the sliding guide 53 is arranged on the free end section 58 of the leg 52 parallel to the plane of the other leg 56. It is formed by a thickening 60, in which a groove 59 is formed, which is used to hold the Countersunk head 95 of the mandrel 55 is used.
  • the groove 59 has a dovetail-shaped cross section.
  • the lateral webs 61, 62 of the groove 59 are formed at an oblique angle (FIG. 8).
  • an opening 54 is arranged through which a pin 49 of the anchor mandrel 97 directed downward can be guided.
  • the armature mandrels 55, 97 serve to hold a facade panel 3 on the lower or upper side.
  • the leg 56 consists of two plate sections 66, 67 of different thickness.
  • the surfaces 68 a, 68 b of the plate sections 66, 67 facing away from the leg 52 are arranged in one plane.
  • a sliding guide 70 designed as an inclined plane.
  • a bead is formed in the center of the plate section 69a as a drilling marking 71.
  • the drilling mark 71 can also be designed as a grain or the like.
  • the clamping piece 57 consists of a base plate 22, on the one side edge 23 of which a cross-sectionally U-shaped holding section 24 is formed. This holding section 24 is inserted over the leg 56 of the holding bracket 51 and the free end section 6 of the holding web of the supporting element of the facade substructure.
  • a guide surface 38 is formed at an oblique angle to the base plate 22 with stop surfaces 46, 47 arranged laterally to one another and to the web sections 44, 45 at right angles.
  • a further, generally U-shaped holding section 72 is formed, which engages around the leg 56 of the holding bracket 51.
  • the free end section 73 of the holding section 72 is arranged at a right angle to the base plate 22.
  • a web 74 with vertical teeth 75 which have a trapezoidal cross section.
  • the teeth 75 are in operative engagement with the teeth 76 of the corrugated group 10 formed on the central web 4 of the supporting element of the facade substructure 1.
  • One of the adjoining legs 77, 78 of the teeth 75, 76 of the web 74 and of the corrugation group 10 is arranged at right angles to the plane of the central web 4 or the web 74.
  • the teeth 75 of the web 26 of the plate holders 12, 13 are expediently formed with legs 77 arranged at right angles (FIGS. 9, 10a, 10b). It is also possible to design the teeth 75, 76 of the web 74, 26 and the corrugation group 10 as a rectangular profile, the tooth grooves of the corrugation group 10 being provided uniformly larger than the thickness of the tooth profile (FIG. 11). This ensures that even with a slight tilting of the clamping piece 57 when placed on the central support 2 and the legs 56, the teeth 75 cannot jam in the tooth grooves of the teeth 76.
  • the leg 56 of the holding bracket 51 is placed on the holding web 5 of the supporting element of the facade substructure 1.
  • the clamping piece 57 is guided around the leg 56 and the end section 6 of the holding web 5, whereupon the holding section 72 is pressed against the corner section 7 of the supporting element.
  • the teeth 75, 76 of the web 74 and the corrugation group 10 come into active engagement with one another.
  • the clamping piece 57 is pushed over the clamping member 65, whereupon the edge holder 50 bears firmly against the retaining web 5 due to the clamping action.
  • the plate section 66 and the holding web 5 are drilled through, so that the holding bracket 51 can then be connected to the holding web 2 by means of a riveted connection.
  • Anchor mandrels 55, 97 are used to hold the facade panels 3 in the edge region of the facade cladding in the vertical direction to the building wall 43.
  • the anchor mandrels 97 are inserted through the openings 54 in the legs 52 of the holding brackets 51 into the facade panel sections 3b located below the legs 52.
  • the facade panel sections 3a located above the legs 52 are held by anchor mandrels 55 which have countersunk heads 95 or the like, which can each be guided in the groove 59 of the sliding guide 53.
  • These anchor mandrels 55 are inserted into the facade panel sections 3a before the facade panels 3 are installed, so that the facade panel 3 is already held on the edge holder 50 during installation.
  • the use of the plate holder 12, 13 and edge holder 14, 15 and 50 considerably facilitates the creation of a facade substructure for facade plates 3 made of natural stone, concrete stone and ceramic. Since the center girders 2 can be rearranged in terms of their grid spacing after assembly, the connections to the building wall 43 do not require as much care and as much time as can be achieved with them anchors. This significantly reduces the assembly times for creating a curtain wall.
  • edge holder 50 there is also the advantage that the insertion of edge-side facade panels 3 is not made difficult by anchor mandrel sections projecting from the edge holder.

Abstract

1. Plate holders for the anchorage of facade plates (3) made out of natural stone, concrete block and ceramics on an under-construction for back-ventilated facade plates to building walls (43) which consist of wall support sections formed out of a starting and floating point, spreaders, central girders (2) or butt girders for the fixing of facade plates (3), the facing surfaces of the wall support sections, spreaders and central girders showing vertically arranged interlocked grooves and the wall support sections, spreaders, central girders and/or butt girders can be connected with each other by means of rivet joints whereby the facade plates (3) are attached to support members which are arranged vertically to the surface plane of clamp plates (93) which can be connected with a support web of the under-construction by means of clamp members characterized in that way that the clamp plate (93) is constructed as a clamp piece (16) or as a lateral side (56) of an L-shaped support angle (51) which can be jammed by means of a clamp piece (57), with a supporting mandrel (17, 18, 94) which is arranged vertically to the surface plane of the clamp plate (93) for an anchor mandrel (19, 55, 97) for the fixing of a facade plate (3) and that the clamp piece (16, 57) comprises a base plate (22) with a U-shaped supporting portion (24) in cross-section formed at its lateral edge (23) which is pluggable over the free-end section (6) of the support web (5) and to whose other lateral edge (25) a web (26, 74) is constructed right-angled to the base plate (22) with a fluted group (27) showing vertical teeth which must be brought into working connection with the fluted group (10) of the central web (4) of the supporting element of the under-construction facing the support web (5).

Description

Die Erfindung betrifft die Ausbildung von Plattenhaltern zur Verankerung von Fassadenplatten aus Naturwerkstein, Betonwerkstein und Keramik auf einer Unterkonstruktion für hinterlüftete Fassadenplatten an Gebäudewänden, bestehend aus als Festpunkt und Gleitpunkt ausgebildeten Wandhalteprofilen, Abstandshaltern, Mittelträgern oder Stoßträgern zur Halterung der Fassadenplatten, wobei die einander zugewandten Flächen der Wandhalteprofile, Abstandshalter, Mittelträger und/oder Stoßträger vertikal angeordnete ineinandergreifende Rillen aufweisen und die Wandhalteprofile, Abstandshalter, Mittelträger und/oder Stoßträger mittels Nietverbindungen miteinander verbindbar sind.The invention relates to the construction of plate holders for anchoring facade panels made of natural stone, concrete stone and ceramic on a substructure for ventilated facade panels on building walls, consisting of wall profiles formed as fixed point and sliding point, spacers, center beams or bumper beams for holding the facade plates, the facing surfaces of the wall-holding profiles, spacers, center girders and / or bumper beams have vertically arranged interlocking grooves and the wall-holding profiles, spacers, center girders and / or bumper beams can be connected to one another by means of riveted connections.

Es ist bekannt, zur Verankerung von Fassadenplatten aus Naturwerkstein, Betonwerkstein und Keramik an Gebäudewänden Traganker, Halteanker und Gleitanker zu verwenden, die jeweils im Rastermaß der Fassadenplatten in der Gebäudewand befestigt werden müssen. Hierzu sind in den Gebäudewänden Löcher auszubilden, in die die Schäfte der Anker eingeführt und mittels eines schnellabbindenden Mörtels unverrückbar eingemauert werden. Da Maßabweichungen nach dem Abbinden des Mörtels nicht mehr korrigiert werden können, erfordert die Befestigung der Anker an einer Gebäudewand eine große Sorgfalt, was relativ hohe Erstellungskosten bewirkt. Sofern zusätzlich zur Vorhangfassade noch ein Vollwärmeschutz vorgesehen werden soll, sind die bekannten Anker nicht mehr geeignet, da der vergrößerte Abstand der Fassadenplatten von der Gebäudewand Belastungen bewirkt, die eine statisch einwandfreie Ausbildung einer Verankerung mittels der bekannten Anker wirtschaftlich nicht mehr vertretbar gestalten. Es ist zwar nach der DE-OS 28 27 148 eine Fassadenunterkonstruktion bekanntgeworden, die die Ausbildung eines Vollwärmeschutzes gestattet. Diese Fassadenunterkonstruktion ist jedoch zur Halterung von Fassadenplatten aus Naturwerkstein, Betonwerkstein und Keramik nicht geeignet.It is known to use supporting anchors, retaining anchors and sliding anchors for anchoring facade panels made of natural stone, cast stone and ceramic to building walls, each of which must be fastened in the building wall in the grid dimension of the facade panels. For this purpose, holes must be formed in the building walls, into which the shafts of the anchors are inserted and immovably walled in using a quick-setting mortar. Since dimensional deviations can no longer be corrected after the mortar has set, the attachment of the anchors to a building wall requires great care, which results in relatively high construction costs. If full thermal insulation is to be provided in addition to the curtain wall, the known anchors are no longer suitable, since the increased distance of the facade panels from the building wall causes loads which make the structurally perfect formation of an anchorage using the known anchors economically unacceptable. According to DE-OS 28 27 148, a facade substructure has become known which allows the formation of full thermal insulation. This facade substructure is, however Brackets for facade panels made of natural stone, concrete stone and ceramic are not suitable.

Die Aufgabe der Erfindung besteht darin, die nach der DE-OS 28 27 148 bekannte Fassadenunterkonstruktion derart weiterzubilden, daß auch Fassadenplatten aus Naturwerkstein, Betonwerkstein und Keramik einfach unter Ermöglichung eines Vollwärmeschutzes für die Erstellung einer Vorhangfassade verwendet werden können.The object of the invention is to develop the facade substructure known according to D E-OS 28 27 148 in such a way that facade panels made of natural stone, concrete stone and ceramic can be used simply by providing full thermal insulation for the creation of a curtain wall.

Erfindungsgemäß erfolgt die Lösung der Aufgabe durch eine mit einem Haltesteg reines
Mittelträgers od. dgl. mittels Klemmgliedern verbindbare Klemmscheibe, an der senkrecht zur Ebene der Klemmscheibe ein Dornhalter zur Aufnahme eines Ankerdorns angeordnet ist, dessen Dornabschnitte in an sich bekannter Weise in jeweils ein Dornloch einer Fassadenplatte einführbar und verankerbar sind.According to the invention, the object is achieved by a pure with a holding bridge
Center carrier or the like. Clamping disc which can be connected by means of clamping members and on which a mandrel holder for receiving an anchor mandrel is arranged perpendicular to the plane of the clamping disc, the mandrel sections of which can be inserted and anchored in a manner known per se in a mandrel hole of a facade panel.

Weitere Merkmale der Erfindung werden in den Unteransprüchen beschrieben und im folgenden anhand der in den Zeichnungen dargestellten Plattenhalter näher erläutert. Es zeigt

  • Fig. 1 eine Fassadenunterkonstruktion mit den erfindungsgemäßen Plattenhaltern in einer Ansicht von vorn,
  • Fig. 2a einen Mittelträger mit einem erfindungsgemäßen Plattenhalter in einer Draufsicht im Schnitt,
  • Fig. 2b das Klemmstück für einen Plattenhalter nach Fig. 2a in einer Draufsicht im Schnitt,
  • Fig. 2c eine weitere Ausbildung eines Plattenhalters als Einzelheit in der Draufsicht im Schnitt,
  • Fig. 3a einen als Gleitpunkt ausgebildeten Plattenhalter in einer Draufsicht,
  • Fig. 3b den Plattenhalter nach Fig. 2a in einer Ansicht von vorn,
  • Fig. 4a einen als Festpunkt ausgebildeten Plattenhalter in einer Draufsicht,
  • Fig. 4b den Plattenhalter nach Fig. 4a in einer Ansicht von vorn,
  • Fig.5a einen als Randhalter ausgebildeten Plattenhalter in einer Draufsicht,
  • Fig. 5b den Plattenhalter nach Fig. 5a in einer Ansicht von vorn,
  • Fig. 6a eine vereinfachte Ausbildung eines als Randhalter ausgebildeten Plattenhalters in einer J Draufsicht,
  • Fig. 6b den Plattenhalter nach Fig. 5a in einer Ansicht von vorn,
  • Fig. 7 eine weitere Ausbildung eines erfindungsgemäßen Plattenhalters in einer schaubildlichen Ansicht von vorn,
  • Fig. 8 den Haltewinkel des Plattenhalters nach Fig. 2 in der Seitenansicht im Schnitt,
  • Fig. 9 den Plattenhalter nach Fig. 2 in der Draufsicht im Schnitt,
  • Fig.10a den Verzahnungseingriff der.Verzahnungsstege und von Plattenhaltern mit den Riffelgruppen eines Mittelträgers der Fassadenunterkonstruktion in der Draufsicht im Ausschnitt im teilweisen Schnitt,
  • Fig.11 eine weitere Ausbildung von Zahnprofilen der Zähne der Riffelgruppen und des Klemmstücks in der Draufsicht im Schnitt.
Further features of the invention are described in the subclaims and explained in more detail below with reference to the plate holder shown in the drawings. It shows
  • 1 is a facade substructure with the plate holders according to the invention in a view from the front,
  • 2a shows a central carrier with a plate holder according to the invention in a plan view in section,
  • 2b, the clamping piece for a plate holder according to Fig. 2a in a plan view in section,
  • 2c a further embodiment of a plate holder as a detail in plan view in section,
  • 3a shows a plate holder designed as a sliding point in a plan view,
  • 3b shows the plate holder according to FIG. 2a in a view from the front,
  • 4a a plate holder designed as a fixed point in a plan view,
  • 4b the plate holder according to Fig. 4a in a view from the front,
  • 5a shows a plate holder designed as an edge holder in a plan view,
  • 5b shows the plate holder of FIG. 5a in a view from the front,
  • 6a shows a simplified design of a plate holder designed as an edge holder in a J plan view,
  • 6b the plate holder according to Fig. 5a in a view from the front,
  • 7 shows a further embodiment of a plate holder according to the invention in a diagrammatic view from the front,
  • 8 is the side view in section of the bracket of the plate holder of FIG. 2,
  • 9 the plate holder according to FIG. 2 in plan view in section,
  • 10a shows the meshing engagement of the toothing webs and of plate holders with the corrugated groups Central girder of the facade substructure in a plan view in a cutout in partial section,
  • 11 shows a further embodiment of tooth profiles of the teeth of the corrugated groups and of the clamping piece in plan view in section.

In Fig. 1 ist eine an einer Gebäudewand 43 angeordnete erfindungsgemäße Fassadenunterkonstruktion 1 dargestellt. Auf nicht näher abgebildeten Halteelementen wie Wandhalteprofilen und Abstandshaltern sind im vorgegebenen Rastermaß vertikal Mittelträger 2 angeordnet. Das Rastermaß der Mittelträger 2 ist abhängig von der Größe der Fassadenplatten 3. Diese Fassadenplatten 3 werden mittels Plattenhaltern 12, 13 sowie Wandhaltern 14,50 gehaltert. Die Randhalter 14, 50 sind an den seitlichen Begrenzungen der Fassadenunterkonstruktion 1 angeordnet. Die Ankerdorne der Randhalter 14 werden jeweils von unten oder von oben in die Fassadenplatten 3 eingeführt. Hierdurch wird vermieden, daß zum Abdecken seitlich vorstehender Ankerdornabschnitte besondere Verkleidungselemente an der Vorhangfassade angeordnet werden müssen. Die Plattenhalter 12, 13 sind so ausgebildet, daß ihre Ankerdorne 19 seitlich in die Fassadenplatten 3 eingeführt werden können.1 shows a facade substructure 1 according to the invention arranged on a building wall 43. Center supports 2 are arranged vertically in the predetermined grid dimension on holding elements, such as wall holding profiles and spacers, which are not shown in detail. The grid dimension of the center girders 2 depends on the size of the facade panels 3. These facade panels 3 are held by means of panel holders 12, 13 and wall brackets 14, 50. The edge holders 14, 50 are arranged on the lateral boundaries of the facade substructure 1. The anchor pins of the edge holders 14 are inserted into the facade panels 3 from below or from above. This avoids the need to arrange special cladding elements on the curtain wall to cover laterally projecting anchor mandrel sections. The plate holders 12, 13 are designed so that their anchor pins 19 can be inserted laterally into the facade plates 3.

Die Plattenhalter 12, 13 bestehen aus einem Klemmstück 16, daß mit jeweils einem Haltesteg 5 eines Mittelträgers 2 verbindbar ist und an dem ein Dornhalter 17, 18 mit einem Ankerdorn 19 angeformt ist. (Fig. 2a bis 4b) Das Klemmstück 16 besteht aus einer Grundplatte 22, an deren einer Seitenkante 23 ein im Querschnitt allgemein U-förmiger Halteabschnitt 24 ausgebildet ist. In diesen Halteabschnitt 24 kann der freie Endabschnitt 6 des Haltestegs 5 eingeführt werden. An der anderen Seitenkante 25 der Grundplatte 22 ist rechtwinklig zu dieser ein Steg 26 abgekantet, an dem,dem Halteabschnitt 24 zugewandt, eine Riffelgruppe 27 ausgebildet ist. Diese Riffelgruppe 27besteht aus zwei parallel zueinander angeordneten Zähnen 11 mit trapezförmigem Querschnitt, die mit den Zähnen der Riffelgruppe 10 des Mittelstegs 4 des Mittelträgers 2 in Wirkeingriff bringbar sind. An der dem Dornhalter 17, 18 abgewandten Fläche 28 der Grundplatte 22 ist ein Distanzsteg 29 ausgebildet. Dieser weist ebenfalls einen trapezförmigen Querschnitt auf. Die Stirnfläche des Distanzstegs 29 dient als Lagerfläche 30 zur Abstützung des Haltestegs 5. An dem Halteabschnitt 24 ist eine schiefwinklig zur Grundplatte 22-angeordnete Führungsfläche 38 ausgebildet. Seitlich der Führungsfläche 38 befindet sich jeweils eine Anschlagfläche 46, 47. Die Anschlagfläche 46 ist rechtwinklig zum Stegabschnitt 44 angeordnet, der parallel zur Grundplatte 22 ausgebildet ist. Die Anschlagfläche 47 ist rechtwinklig zum Stegabschnitt 45 angeordnet, der zum Halteabschnitt 24 gehörend rechtwinklig zur Grundplatte 22 ausgerichtet ist. An dem Steg 26 ist parallel zur Grundplatte 22 ein flächiger Absatz 39 ausgebildet. Dieser flächige Absatz 39 hat von der Fläche 28 der Grundplatte 22 den gleichen Abstand wie die Lagerfläche 30 des Distanzsteges 29.The plate holder 12, 13 consist of a clamping piece 16, which can be connected to a holding web 5 of a central support 2 and on which a mandrel holder 17, 18 is integrally formed with an anchor mandrel 19. (Fig. 2a to 4b) The clamping piece 16 consists of a base plate 22, on the one side edge 23 of which a cross-sectionally U-shaped holding portion 24 is formed. The free end section 6 of the holding web 5 can be inserted into this holding section 24. On the other side edge 25 of the base plate 22, a web 26 is bent at right angles to this, on which, facing the holding section 24, a corrugated group 27 is trained. This corrugated group 27 consists of two teeth 11 arranged parallel to one another with a trapezoidal cross section, which can be brought into active engagement with the teeth of the corrugated group 10 of the central web 4 of the central carrier 2. A spacer 29 is formed on the surface 28 of the base plate 22 facing away from the mandrel holder 17, 18. This also has a trapezoidal cross section. The end face of the spacer web 29 serves as a bearing surface 30 for supporting the holding web 5. A guide surface 38, which is arranged at an oblique angle to the base plate 22 , is formed on the holding section 24. There is a stop surface 46, 47 on each side of the guide surface 38. The stop surface 46 is arranged at right angles to the web section 44, which is formed parallel to the base plate 22. The stop surface 47 is arranged at right angles to the web section 45, which is aligned with the holding section 24 and is oriented at right angles to the base plate 22. A flat shoulder 39 is formed on the web 26 parallel to the base plate 22. This flat shoulder 39 has the same distance from the surface 28 of the base plate 22 as the bearing surface 30 of the spacer web 29.

Zur Montage eines Plattenhalters 12, 13 bzw. Randhalters 14 an einem Haltesteg 5 eines Mittelträgers 2 wird der Halteabschnitt 24 so über den freien Endabschnitt 6 des Haltestegs 5 geführt, daß der freie Endabschnitt 6 an dem Stegabschnitt 45 anliegt. In dieser Stellung kann das Klemmstück 16 gegen den Eckabschnitt 7 des Mittelträgers 2 gedrückt werden, bis dieser Eckabschnitt 7 auf dem flächigen Absatz 39 aufliegt. Gleichzeitig kommt die Riffelgruppe 27 in Wirkeingriff mit der Riffelgruppe 10 und der freie Endabschnitt 6 des Haltestegs 5 liegt an der Anschlagfläche 46 und dem Stegabschnitt 44 an.To mount a plate holder 12, 13 or edge holder 14 on a holding web 5 of a central support 2, the holding section 24 is guided over the free end section 6 of the holding web 5 in such a way that the free end section 6 bears against the web section 45. In this position, the clamping piece 16 can be pressed against the corner section 7 of the center beam 2 until this corner section 7 rests on the flat shoulder 39. At the same time, the corrugated group 27 comes into active engagement with the corrugated group 10 and the free end section 6 of the retaining web 5 lies against the stop surface 46 and the web section 44.

In Fig. 2a und 2b sind mögliche Ausführungsformen von Klemmgliedern 80 dargestellt, die zur ortsfesten Befestigung eines als Gleitpunkt ausgebildeten Plattenhalters 12 an einem Haltesteg 5 eines Mittelstegs 2 dienen. Ein derart an den Mittelträger 2 befestigter Plattenhalter 12 ist aber nur als Gleitpunkt verwendbar, da er in vertikaler Richtung keine Lasten aufnehmen kann. Dieser Plattenhalter 12 überträgt nur horizontale Lasten. Für die Aufnahme vertikaler Lasten ist ein Plattenhalter 13 vorgesehen, der als Festpunkt ausgebildet ist.2a and 2b show possible embodiments of clamping members 80 which are used for the fixed attachment of a plate holder 12 designed as a sliding point serve on a holding web 5 of a central web 2. A plate holder 12 fastened in this way to the central support 2 can only be used as a floating point, since it cannot take up loads in the vertical direction. This plate holder 12 only transfers horizontal loads. A plate holder 13, which is designed as a fixed point, is provided for the absorption of vertical loads.

Das als Einzelheit X dargestellte Klemmglied 80 ist als Klemmkeil 81 ausgebildet. Dieser Klemmkeil 81 besteht aus einem plattenförmigen Zuschnitt-82, an dem ein im Querschnitt keilförmiger Keilabschnitt 83 ausgebildet ist. Dieser keilförmige Abschnitt 83 dient zum Verklemmen des Klemmstücks 16 gegen den Haltesteg 5.The clamping member 80 shown as detail X is designed as a clamping wedge 81. This clamping wedge 81 consists of a plate-shaped blank 82, on which a wedge section 83 with a wedge-shaped cross section is formed. This wedge-shaped section 83 serves to clamp the clamping piece 16 against the holding web 5.

Als Einzelheit Y ist ein Klemmglied 80 dargestellt, daß als federnd elastische Federplatte 84 ausgebildet ist. Die .Federplatte 84 besteht aus einem plattenförmigen ballig konvex gewölbten Zuschnitt 85, an dessen Endabschnitten 86a, 86b an dem Klemmstück 16 zur Anlage bringbare Arretierungsglieder 87, 88 angeordnet sind. Die Arretierungsglieder 87, 88 sind als rechtwinklig zur Ebene des Zuschnitts 85 ausgerichtete Stege 90, 89 ausgebildet. An dem freien Endabschnitt des Stegs 90 ist ein etwa parallel zur Ebene des Zuschnitts 85 angeordneter dem Arretierungsglied 88 zugewandter laschenförmiger Steg 91 ausgebildet. Zur Befestigung des Plattenhalters 12 an dem Haltesteg 5 wird die Federplatte 84 in den Hohlraum zwischen dem Halteabschnitt 24 und dem Distanzsteg 29 geschoben. Hierbei wird der Zuschnitt 85 aufgrund seiner Elastizität gestreckt bis der untere Steg 89 das Klemmstück 16 untergreift und der Steg 91 des oberen Arretierungsgliedes 87 das Klemmstück 16 umgreift. Durch die Federwirkung der Federplatte 84 wird der Plattenhalter 82 an dem Haltesteg 5 des Mittelträgers 2 so festgehalten, daß die Ruhelasten der Fassadenverkleidung von dem Plattenhalter 12 aufgenommen werden können, ohne daß dieser sich an dem Mittelsteg 2 verschiebt. Lediglich bei zusätzlich wirkenden vertikalen Lasten ist eine geringfügige Verschiebung des Plattenhalters 12 möglich. Die Federplatte 84 ist daher besonders gut zur Befestigung von als Gleitpunkten ausgebildeten Plattenhaltern 12 an einem Mittelträger 2 oder dergleichen geeignet.As a detail Y, a clamping member 80 is shown that is designed as a resilient spring plate 84. The spring plate 84 consists of a plate-shaped convexly curved blank 85, on the end sections 86a, 86b of which locking elements 87, 88 are arranged on the clamping piece 16. The locking members 87, 88 are designed as webs 90, 89 aligned at right angles to the plane of the blank 85. On the free end section of the web 90, a tab-shaped web 91, which is arranged approximately parallel to the plane of the blank 85 and faces the locking member 88, is formed. To fasten the plate holder 12 to the holding web 5, the spring plate 84 is pushed into the cavity between the holding section 24 and the spacer web 29. Here, the blank 85 is stretched due to its elasticity until the lower web 89 engages under the clamping piece 16 and the web 91 of the upper locking member 87 engages around the clamping piece 16. Due to the spring action of the spring plate 84, the plate holder 82 is held on the holding web 5 of the central support 2 in such a way that the rest loads of the facade cladding can be absorbed by the plate holder 12 without the latter moving on the central web 2. Single Lich with additional vertical loads, a slight displacement of the plate holder 12 is possible. The spring plate 84 is therefore particularly well suited for fastening plate holders 12 designed as sliding points to a central support 2 or the like.

Um auch bei Uberkopfmontage von Klemmgliedern 80 eine sichere Befestigung des Plattenhalters 12 zu ermöglichen, kann das als Einzelheit Z dargestellte Klemmglied 80 benutzt werden. Dieses ist als elastische Federplatte 100 ausgebildet, die aus zwei schwachwinklig zueinander angeordneten Zuschnitten 102, 103 besteht. An den freien Endabschnitten 86c, 86d sind an dem Klemmstück 16 zur Anlage bringbare Arretierungsglieder 87, 88 angeordnet. Parallel zu diesen ist zwischen dem oberen Zuschnitt 102 und dem unteren Zuschnitt 103 ein gegenüber der Ebene der Federplatte 101 zu den Arretierungsgliedern 87, 88 entgegengesetzt vorstehender Spannsteg 104 ausgebildet. Dieser Spannsteg 104 kommt an dem Haltesteg 5 des Mittelträgers 2 od. dgl. zur Anlage und verformt die Federplatte 100, so daß das Klemmglied 80 verspannt wird. Dieses Klemmglied 80 hat den Vorteil, daß es bei Grundplatten 22 unterschiedlicher Breite angewendet werden kann, da die Klemmwirkung des Spannstegs 104 unabhängig von der Breite der Grundplatte 22 ist. Durch die Verspannung mittels des Spannstegs 104 wird auch gewährleistet, daß bei einer überkopfmontage das Klemmglied 80 nicht wieder herausfallen kann.In order to enable a secure fastening of the plate holder 12 even when the clamping members 80 are installed overhead, the clamping member 80 shown as detail Z can be used. This is designed as an elastic spring plate 100, which consists of two blanks 102, 103 arranged at weak angles to one another. At the free end sections 86c, 86d, locking members 87, 88, which can be brought into contact with the clamping piece 16, are arranged. Parallel to these, between the upper blank 102 and the lower blank 103, a tensioning web 104 protruding opposite the plane of the spring plate 101 to the locking members 87, 88 is formed. This tensioning web 104 comes to rest on the retaining web 5 of the central support 2 or the like and deforms the spring plate 100 so that the clamping member 80 is tensioned. This clamping member 80 has the advantage that it can be used with base plates 22 of different widths, since the clamping action of the tensioning web 104 is independent of the width of the base plate 22. The bracing by means of the tensioning web 104 also ensures that the clamping member 80 cannot fall out again when mounted overhead.

Es ist auch möglich, bei einem Klemmstück 16 den Halteabschnitt 24 so auszubilden, daß die Anschlagflächen 47, 44a direkt rechtwinklig aneinanderstoßen ohne daß eine winklig angeordnete besondere Führungsfläche vorgesehen ist. In diesem Fall muß zur Sicherung des Plattenhalters 12 an dem Mittelträger 2 der Hohlraum 93 zwischen den Anschlagflächen 47, 44a und dem Endabschnitt 6 des Haltestegs 5 zusätzlich von dem Klemmglied 80 ausgefüllt werden. Hierzu können an der dem Halteabschnitt 24 zugewandten Seite des Klemmglieds 80 rechtwinklig zur Ebene des Zuschnitts 82, 85 Distanzlaschen oder Stege 92 ausgebildet sein, die in den Hohlraum 93 einführbar sind. Durch diese Distanzlaschen oder Stege 92 wird dann der Endabschnitt 6 des Haltestegs 5 gegen die Anschlagflächen 47, 44a verklemmt (Fig. 2c).It is also possible to design the holding section 24 in the case of a clamping piece 16 in such a way that the abutment surfaces 47, 44a abut one another directly at right angles without a special guide surface being arranged at an angle. In this case, in order to secure the plate holder 12 on the central support 2, the cavity 93 between the stop surfaces 47, 44a and the end section 6 of the retaining web 5 must also be filled by the clamping member 80. For this purpose, on the side of the holding section 24 facing the Clamping member 80 can be formed at right angles to the plane of the blank 82, 85 D, or webs 92, which can be inserted into the cavity 93. The end section 6 of the holding web 5 is then clamped against the stop surfaces 47, 44a by these spacer lugs or webs 92 (FIG. 2c).

Die Befestigung der als Festpunkt ausgebildeten Plattenhalter 13 erfolgt vorzugsweise mittels Nietverbindungen. Hierzu ist in der Grundplatte 22 eine Durchbrechung 31 ausgebildet, durch die ein Niet zur Verbindung des Klemmstücks 16 mit dem Haltesteg 5 des Mittelträgers 2 od. dgl. steckbar ist. (Fig. 4a und 4b)The plate holders 13 designed as fixed points are preferably attached by means of riveted connections. For this purpose, an opening 31 is formed in the base plate 22, through which a rivet for connecting the clamping piece 16 to the holding web 5 of the central support 2 or the like can be inserted. (Figs. 4a and 4b)

Bei den Plattenhaltern 12, 13 ist an der dem Steg 26 zugeordneten Seitenkante 25 der Grundplatte 22 jeweils ein Dornhalter 17 derart ausgebildet, daß er bei montierten Plattenhaltern 12, 13 fluchtend zum Mittelsteg 4 des Mittelträgers 2 ausgerichtet ist. Der Dornhalter 17 besteht aus einem plattenförmigen Schenkel 32, dessen dem Klemmstück abgewandter Endabschnitt eine Verdickung 35 aufweist. In dieser Verdickung 35 ist der Ankerdorn 19 derart gelagert, daß beidseitig des Schenkels 32 ein Dornabschnitt 20, 21 vorkragt. Zweckmäßigerweise weist der Mittelabschnitt 19a des Ankerdorns 9 eine Kerbverzahnung 19b, Riffelungen od. dgl. auf, so daß der Ankerdorn 19 durch eine Quetschverbindung in der Durchbrechung 19c in der Verdikkung 35 festgeklemmt wird. Jeder der Dornabschnitte 20, 21 wird bei Montage der Fassadenplatten 3 in in diesen befindlichen Sacklöchern eingeführt.In the case of the plate holders 12, 13, a mandrel holder 17 is formed on the side edge 25 of the base plate 22 assigned to the web 26 in such a way that it is aligned with the middle bar 4 of the middle carrier 2 when the plate holders 12, 13 are mounted. The mandrel holder 17 consists of a plate-shaped leg 32, the end section facing away from the clamping piece has a thickening 35. In this thickening 35, the armature mandrel 19 is mounted such that a mandrel section 20, 21 protrudes on both sides of the leg 32. Conveniently, 19a, the center portion of the anchor mandrel 9 is a serration 19b od corrugations. The like., So that the anchor pin is uetschverbindung by Q in the opening 19c in the thickening 35 clamped 19th Each of the mandrel sections 20, 21 is inserted into the blind holes located in these when the facade panels 3 are installed.

Bei dem als Randhalter 14 dienenden Plattenhalter ist an der unteren Kante 33 der Grundplatte 22 des Klemmstücks 16 ein rechtwinklig zur Grundplatte 22 angeordneter plattenförmiger Schenkel 34 ausgebildet (Fig. 5a und 5b). In diesem Schenkel 34 ist der Ankerdorn 19 vertikal derart befestigt, daß die Dornabschnitte 20, 21 beidseitig gleichmäßig den Schenkel 34 überragen. In der Grundplatte 22 sind zwei zueinander seitlich und in der Höhe versetzt angeordnete Durchbrechungen 36, 37 ausgebildet, durch die jeweils ein Niet zur Verbindung des Klemmstücks 16 mit dem Haltesteg 5 des Mittelträgers 2 od. dgl. steckbar ist. Durch die seitlich zueinander versetzte Anordnung der Durchbrechungen 36, 37 werden über den Ankerdorn 19 von den Fassadenplatten 3 eingeführte Lasten und Momente kompensiert.In the case of the plate holder serving as edge holder 14, a plate-shaped leg 34 arranged at right angles to the base plate 22 is formed on the lower edge 33 of the base plate 22 of the clamping piece 16 (FIGS. 5a and 5b). In this leg 34, the anchor mandrel 19 is vertically attached such that the mandrel sections 20, 21 are uniform on both sides protrude the leg 34. In the base plate 22, two openings 36, 37 are arranged laterally and offset in height, through which a rivet for connecting the clamping piece 16 to the retaining web 5 of the central support 2 or the like can be inserted. The laterally offset arrangement of the openings 36, 37 compensates for loads and moments introduced by the facade panels 3 via the anchor mandrel 19.

In den Fig. 6a und 6b ist eine vereinfachte Ausbildung eines Randhalters 15 dargestellt. Dieser Randhalter 15 besteht aus einem L-förmigen Profilstück 40, dessen einer Schenkel 41 als Dornhalter 18 ausgebildet ist. In diesem Schenkel 41 ist ein Ankerdorn 19 gelagert, dessen Dornabschnitte 20, 21 ebenfalls beidseitig den Schenkel 41 überragen. Der andere Schenkel 42 weist zwei nebeneinander angeordnete in der Höhe zueinander versetzte Durchbrechungen 36, 37 auf, durch die wie beim Randhalter 14 jeweils ein Niet zur Verbindung des Randhalters 15 mit dem Mittelträger 2 od. dgl. steckbar ist.6a and 6b show a simplified design of an edge holder 15. This edge holder 15 consists of an L-shaped profile piece 40, one leg 41 of which is designed as a mandrel holder 18. An anchor mandrel 19 is mounted in this leg 41, the mandrel sections 20, 21 also projecting beyond the leg 41 on both sides. The other leg 42 has two perforations 36, 37, which are arranged next to one another and offset in height, through which, as with the edge holder 14, a rivet for connecting the edge holder 15 to the central carrier 2 or the like can be inserted.

Der in Fig. 7 dargestellte als Randhalter 50 dienende Plattenhalter, der eine besonders sichere randseitige Halterung von Fassadenplatten 3 gestattet, besteht aus einem L-förmigen Haltewinkel 51, der mittels eines Klemmstücks 57 mit dem Tragelement der Fassadenunterkonstruktion 1 verbunden ist. An dem einen Schenkel 52 des Haltewinkels 51 ist eine Schiebeführung 53 für eine Fassadenplatte 3 mit einer Durchbrechung 54 zur verschieblichen Lagerung eines Ankerdorns 55 ausgebildet. Der andere Schenkel 56 ist mittels des Klemmstücks 57 an den Haltesteg 5 eines Tragelements der Fassadenunterkonstruktion 1 feststellbar.The plate holder shown in FIG. 7, which serves as an edge holder 50 and which permits a particularly secure edge-side mounting of facade panels 3, consists of an L-shaped bracket 51 which is connected to the supporting element of the facade substructure 1 by means of a clamping piece 57. A sliding guide 53 for a facade panel 3 with an opening 54 for the displaceable mounting of an anchor mandrel 55 is formed on one leg 52 of the holding bracket 51. The other leg 56 can be determined by means of the clamping piece 57 on the retaining web 5 of a supporting element of the facade substructure 1.

Die Schiebeführung 53 ist an dem freien Endabschnitt 58 des Schenkels 52 parallel zur Ebene des anderen Schenkels 56 angeordnet. Sie wird durch eine Verdickung 60 gebildet, in der eine Nut 59 ausgebildet ist, die zur Halterung des Senkkopfes 95 des Ankerdorns 55 dient. Die Nut 59 weist einen schwalbenschwanz-förmigen Querschnitt auf. Die seitlichen Stege 61, 62 der Nut 59 sind schiefwinklig ausgebildet (Fig. 8). In der Grundfläche 63 der Nut 59 ist eine Durchbrechung 54 angeordnet, durch die ein Zapfen 49 des nach unten gerichteten Ankerdorns 97 geführt werden kann. Die Ankerdorne 55, 97 dienen zur unteren bzw. oberseitigen Halterung einer Fassadenplatte 3.The sliding guide 53 is arranged on the free end section 58 of the leg 52 parallel to the plane of the other leg 56. It is formed by a thickening 60, in which a groove 59 is formed, which is used to hold the Countersunk head 95 of the mandrel 55 is used. The groove 59 has a dovetail-shaped cross section. The lateral webs 61, 62 of the groove 59 are formed at an oblique angle (FIG. 8). In the base 63 of the groove 59, an opening 54 is arranged through which a pin 49 of the anchor mandrel 97 directed downward can be guided. The armature mandrels 55, 97 serve to hold a facade panel 3 on the lower or upper side.

Der Schenkel 56 besteht aus zwei Plattenabschnitten 66, 67 unterschiedlicher Dicke. Die dem Schenkel 52 abgewandten Flächen 68 a, 68 b der Plattenabschnitte 66, 67 sind in einer Ebene angeordnet. Zwischen den dem Schenkel 52 zugewandten Flächen 69 a, 69 b der Plattenabschnitte 66, 67 ist eine als schiefe Ebene ausgebildete Gleitführung 70 angeordnet. Auf der Fläche 69 b befindet sich eine keilförmige Verdickung als Klemmglied 65, das zur Verkantung und Feststellung des Klemmstücks 57 dient. Auf dem Plattenabschnitt 69a ist mittig eine Sicke als Bohrmarkierung 71 ausgebildet. Die Bohrmarkierung 71 kann auch als Körnung oder dgl. ausgebildet sein.The leg 56 consists of two plate sections 66, 67 of different thickness. The surfaces 68 a, 68 b of the plate sections 66, 67 facing away from the leg 52 are arranged in one plane. Between the surfaces 69 a, 69 b of the plate sections 66, 67 facing the leg 52 there is a sliding guide 70 designed as an inclined plane. On the surface 69 b there is a wedge-shaped thickening as a clamping member 65, which is used for tilting and fixing the clamping piece 57. A bead is formed in the center of the plate section 69a as a drilling marking 71. The drilling mark 71 can also be designed as a grain or the like.

Das Klemmstück 57 besteht aus einer Grundplatte 22, an deren einer Seitenkante 23 ein im Querschnitt allgemein U-förmiger Halteabschnitt 24 ausgebildet ist. Dieser Halteabschnitt 24 ist über den Schenkel 56 des Haltewinkels 51 und den freien Endabschnitt 6 des Haltestegs des Tragelements der Fassadenunterkonstruktion gesteckt.The clamping piece 57 consists of a base plate 22, on the one side edge 23 of which a cross-sectionally U-shaped holding section 24 is formed. This holding section 24 is inserted over the leg 56 of the holding bracket 51 and the free end section 6 of the holding web of the supporting element of the facade substructure.

An dem Halteabschnitt 24 ist schiefwinklig zur Grundplatte 22 eine Führungsfläche 38 mit seitlichen zueinander und zu den Stegabschnitten 44, 45 rechtwinklig angeordneten Anschlagflächen 46, 47 ausgebildet.On the holding section 24, a guide surface 38 is formed at an oblique angle to the base plate 22 with stop surfaces 46, 47 arranged laterally to one another and to the web sections 44, 45 at right angles.

An der anderen Seitenkante 25 der Grundplatte 22 ist ein weiterer, allgemein U-förmiger Halteabschnitt 72 ausgebildet, der den Schenkel 56 des Haltewinkels 51 umgreift. An dem freien Endabschnitt 73 des Halteabschnitts 72 ist rechtwinklig zur Grundplatte 22 .ausgerichtet ein Steg 74 mit vertikalen Zähnen 75 angeordnet, die einen trapezförmigen Querschnitt aufweisen. Die Zähne 75 sind mit den Zähnen 76 der an dem Mittelsteg 4 des Tragelements der Fassadenunterkonstruktion 1 ausgebildeten Riffelgruppe 10 in Wirkeingriff. Jeweils einer der aneinanderliegenden Schenkel 77, 78 der Zähne 75, 76 des Steges 74 und der Riffelgruppe 10 ist rechtwinklig zur Ebene des Mittelstegs 4 bzw. des Stegs 74 angeordnet. Hierdurch wird verhindert, daß der Haltesteg 5 aufgrund einer Keilwirkung sich in dem Klemmstück 57 verschiebt und dieses sich dadurch löst. Außerdem wird die Bruchlast der Verbindung erhöht. Zweckmäßigerweise werden aus den gleichen Gründen auch die Zähne 75 des Stegs 26 der Plattenhalter 12, 13 mit rechtwinklig angeordneten Schenkeln 77 ausgebildet (Fig. 9, 10a, 10b). Es ist auch möglich, die Zähne 75, 76 des Stegs 74, 26 und der Riffelgruppe 10 als Rechteckprofil auszubilden, wobei die Zahnnuten der Riffelgruppe 10 gleichmäßig größer als die Dicke des Zahnprofils vorgesehen wird (Fig. 11). Hierdurch wird sichergestellt, daß auch bei einem geringfügigen Verkanten des Klemmstücks 57 beim Aufsetzen auf den Mittelträger 2 und den Schenkel 56 die Zähne 75 nicht in den Zahnnuten der Zähne 76 verklemmen können.On the other side edge 25 of the base plate 22, a further, generally U-shaped holding section 72 is formed, which engages around the leg 56 of the holding bracket 51. At The free end section 73 of the holding section 72 is arranged at a right angle to the base plate 22. A web 74 with vertical teeth 75, which have a trapezoidal cross section. The teeth 75 are in operative engagement with the teeth 76 of the corrugated group 10 formed on the central web 4 of the supporting element of the facade substructure 1. One of the adjoining legs 77, 78 of the teeth 75, 76 of the web 74 and of the corrugation group 10 is arranged at right angles to the plane of the central web 4 or the web 74. This prevents the retaining web 5 from shifting in the clamping piece 57 due to a wedge effect and thereby loosening it. The breaking load of the connection is also increased. For the same reasons, the teeth 75 of the web 26 of the plate holders 12, 13 are expediently formed with legs 77 arranged at right angles (FIGS. 9, 10a, 10b). It is also possible to design the teeth 75, 76 of the web 74, 26 and the corrugation group 10 as a rectangular profile, the tooth grooves of the corrugation group 10 being provided uniformly larger than the thickness of the tooth profile (FIG. 11). This ensures that even with a slight tilting of the clamping piece 57 when placed on the central support 2 and the legs 56, the teeth 75 cannot jam in the tooth grooves of the teeth 76.

Zur Montage des Randhalters 50 wird der Schenkel 56 des Haltewinkels 51 an den Haltesteg 5 des Tragelements der Fassadenunterkonstruktion 1 gelegt. Dann wird das Klemmstück 57 um den Schenkel 56 und den Endabschnitt 6 des Haltestegs 5 geführt, worauf der Halteabschnitt 72 gegen den Eckabschnitt 7 des Tragelements gedrückt wird. Hierbei kommen die Zähne 75, 76 des Steges 74 und der Riffelgruppe 10 miteinander in Wirkeingriff. Um zu verhindern, daß der Haltewinkel 51 vertikal verrutscht, wird das Klemmstück 57 über das Klemmglied 65 geschoben, worauf der Randhalter 50 aufgrund der Klemmwirkung an dem Haltesteg 5 fest anliegt. Danach wird im Bereich der Bohrmarkierung 71 der Plattenabschnitt 66 und der Haltesteg5 durchbohrt, so daß dann der Haltewinkel 51 mit dem Haltesteg 2 mittels einer Nietverbindung verbunden werden kann.To mount the edge holder 50, the leg 56 of the holding bracket 51 is placed on the holding web 5 of the supporting element of the facade substructure 1. Then the clamping piece 57 is guided around the leg 56 and the end section 6 of the holding web 5, whereupon the holding section 72 is pressed against the corner section 7 of the supporting element. Here, the teeth 75, 76 of the web 74 and the corrugation group 10 come into active engagement with one another. In order to prevent the bracket 51 from slipping vertically, the clamping piece 57 is pushed over the clamping member 65, whereupon the edge holder 50 bears firmly against the retaining web 5 due to the clamping action. Then 71 the plate section 66 and the holding web 5 are drilled through, so that the holding bracket 51 can then be connected to the holding web 2 by means of a riveted connection.

Zur Halterung der Fässadenplatten 3 im randseitigen Bereich der Fassadenverkleidung in zur Gebäudewand 43 vertikaler Richtung dienen Ankerdorne 55, 97. Die Ankerdorne 97 werden durch die Durchbrechungen 54 der Schenkel 52 der Haltewinkel 51 in die jeweils unterhalb der Schenkel 52 befindlichen Fassadenplattenabschnitte 3b gesteckt. Die oberhalb der Schenkel 52 befindlichen Fassadenplattenabschnitte 3a sind durch Ankerdorne 55 gehalten, die Senkköpfe 95 od. dgl aufweisen, die jeweils in der Nut 59 der Schiebeführung 53 führbar sind. Diese Ankerdorne 55 werden bereits vor dem Einbau der Fassadenplatten 3 in die Fassadenplattenabschnitte 3a eingeführt, so daß die Fassadenplatte 3 bereits beim Einbau an dem Randhalter 50 gehalten ist.Anchor mandrels 55, 97 are used to hold the facade panels 3 in the edge region of the facade cladding in the vertical direction to the building wall 43. The anchor mandrels 97 are inserted through the openings 54 in the legs 52 of the holding brackets 51 into the facade panel sections 3b located below the legs 52. The facade panel sections 3a located above the legs 52 are held by anchor mandrels 55 which have countersunk heads 95 or the like, which can each be guided in the groove 59 of the sliding guide 53. These anchor mandrels 55 are inserted into the facade panel sections 3a before the facade panels 3 are installed, so that the facade panel 3 is already held on the edge holder 50 during installation.

Ein Herausfallen der Fassadenplatte 3 aus dem Plattenverband wird durch die seitlichen Plattenhalter 12, 13 sowie den Ankerdorn 97 des an dem oberen Rand der jeweiligen Fassadenplatte 3 angeordneten Randhalters 50 verhindert. Die randseitig angeordneten Fassadenplatten 3 werden somit mittels des Randhalters 50 diagonal verklemmt und sicher gegen Herausfallen gehalten. Da dieDurchbrechung 54 mit dem Ankerdorn 97 fluchtend zum Mittelsteg 4 des Tragelements der Fassadenunterkonstruktion 1 ausgerichtet ist, treten auch keine zusätzlichen Momente auf.Falling out of the facade panel 3 from the panel assembly is prevented by the side panel holders 12, 13 and the anchor mandrel 97 of the edge holder 50 arranged on the upper edge of the respective facade panel 3. The facade panels 3 arranged on the edge are thus clamped diagonally by means of the edge holder 50 and held securely against falling out. Since the opening 54 is aligned with the anchor mandrel 97 in alignment with the central web 4 of the supporting element of the facade substructure 1, no additional moments also occur.

Die Verwendung der Plattenhalter 12, 13 und Randhalter 14, 15 bzw. 50 erleichtert die Erstellung einer Fassadenunterkonstruktion für Fassadenplatten 3 aus Naturwerkstein, Betonwerkstein und Keramik erheblich. Da die Mittelträger 2 hinsichtlich ihres Rasterabstandes nach Montage nachgerichtet werden können, bedarf es bei der Erstellung der Verbindungen zur Gebäudewand 43 nicht einer so großen Sorgfalt und eines so großen Zeitaufwandes wie bei den bekannten Ankern. Hierdurch lassen sich die Montagezeiten für die Erstellung einer Vorhangfassade erheblich verkürzen. Bei Verwendung des Randhalters 50 besteht ferner der Vorteil, daß das Einführen randseitiger Fassadenplatten 3 durch an dem Randhalter vorstehende Ankerdornabschnitte nicht erschwert wird.The use of the plate holder 12, 13 and edge holder 14, 15 and 50 considerably facilitates the creation of a facade substructure for facade plates 3 made of natural stone, concrete stone and ceramic. Since the center girders 2 can be rearranged in terms of their grid spacing after assembly, the connections to the building wall 43 do not require as much care and as much time as can be achieved with them anchors. This significantly reduces the assembly times for creating a curtain wall. When using the edge holder 50 there is also the advantage that the insertion of edge-side facade panels 3 is not made difficult by anchor mandrel sections projecting from the edge holder.

Claims (25)

1. Plattenhalter zur Verankerung von Fassadenplatten aus Naturwerkstein, Betonwerkstein und Keramik auf einer Unterkonstruktion für hinterlüftete Fassadenplatten an Gebäudewänden, die aus als Festpunkt und Gleitpunkt ausgebildeten Wandhalteprofilen, Abstandshaltern, Mittelträgern oder Stoßträgern zur Halterung der Fassadenplatten besteht, wobei die einander zugewandten Flächen der Wandhalteprofile, Abstandshalter, Mittelträger vertikal angeordnete ineinandergreifende Rillen aufweisen und die Wandhalteprofile, Abstandshalter Mittelträger und/ oder Stoßträger mittels Nietverbindungen miteinander verbindbar sind, gekennzeichnet durch eine mit einem Haltesteg (5) eines Mittelträgers (2) od. dgl. mittels Klemmgliedern (80) verbindbare Klemmscheibe (93) an der senkrecht zur Ebene der Klemmscheibe (93) ein Dornhalter (17, 18, 94) zur Aufnahme eines Ankerdorns (19, 55, 97) angeformt ist, dessen Dornabschnitte (20, 21, 55a) in an sich bekannter Weise in jeweils ein Dornloch einer Fassadenplatte (3) einführbar und verankerbar sind.1.Table holder for anchoring facade panels made of natural stone, concrete stone and ceramic on a substructure for ventilated facade panels on building walls, which consists of wall profiles, spacers, center girders or bumper beams designed as fixed points and sliding points for holding the facade panels, whereby the mutually facing surfaces of the wall profile Spacers, center girders have vertically arranged interlocking grooves and the wall holding profiles, spacers center girder and / or butt girders can be connected to one another by means of rivet connections, characterized by a clamping disc (. 93) on which a mandrel holder (17, 18, 94) for receiving an anchor mandrel (19, 55, 97) is formed perpendicular to the plane of the clamping disk (93), the mandrel sections (20, 21, 55a) of which are known per se in one pin hole each of a facade panel (3) can be inserted and anchored. 2. Plattenhalter nach Anspruch 1, dadurch gekennzeichnet, daß die Klemmscheibe (93) ein Klemmstück (16) ist und aus einer Grundplatte (22) besteht, an deren einer Seitenkante (23) ein im Querschnitt allgemein U-förmiger Halteabschnitt (24) ausgebildet ist, der über den freien Endabschnitt (6) des Haltestegs (5) steckbar ist und an deren anderer Seitenkante (25) ein rechtwinklig zur Grundplatte (22) abgekanteter Steg (26) mit einer Riffelgruppe (27) ausgebildet ist, die mit der dem Haltesteg (5) zugewandten Riffelgruppe (10) des Mittelstegs (4) des Mittelträgers (2) od. dgl. in Wirkeingriff bringbar ist.2. Plate holder according to claim 1, characterized in that the clamping disc (93) is a clamping piece (16) and consists of a base plate (22), on the one side edge (23) of which a cross-sectionally generally U-shaped holding section (24) is formed is, which can be plugged over the free end section (6) of the retaining web (5) and on the other side edge (25) of which a web (26) which is bent at right angles to the base plate (22) is formed with a corrugated group (27) which corresponds to the Holding web (5) facing corrugated group (10) of the central web (4) of the central support (2) or the like can be brought into active engagement. 3. Plattenhalter nach Anspruch 1 bis 2, dadurch gekennzeichnet, daß an der dem Dornhalter (17, 18) abgewandten Fläche (28) der Grundplatte (22) ein Distanz-(29) ausgebildet ist.3. Plate holder according to claim 1 to 2, characterized in that on the mandrel holder (17, 18) facing away from the surface (28) of the base plate (22) a spacer (29) is formed. 4. Plattenhalter nach Anspruch 1 bis 3, dadurch gekennzeichnet, daß als Klemmglied (80) zwischen dem Halteabschnitt (24) und dem Distanzsteg (29) ein aus einem plattenförmigen Zuschnitt (82) mit einem im Querschnitt keilförmigen Abschnitt (83) bestehender Klemmkeil (81) angeordnet ist, mittels dem das Klemmstück (16) gegen den Mittelträger (3) od. dgl. verklemmbar ist.4. Plate holder according to claim 1 to 3, characterized in that as a clamping member (80) between the holding section (24) and the spacer web (29) from a plate-shaped blank (82) with a wedge-shaped section (83) existing clamping wedge ( 81) is arranged, by means of which the clamping piece (16) can be clamped against the central support (3) or the like. 5. Plattenhalter nach Anspruch 1 bis 3, dadurch gekennzeichnet, daß das Klemmglied (80) als elastische Federplatte (84) ausgebildet ist, die aus einem plattenförmigen ballig konvex gewölbten Zuschnitt (85) besteht, an dessen Endabschnitten (86a, 86b) an dem Klemmstück (16) zur Anlage bringbare Arretierungsglieder (87, 88) angeordnet sind, die als allgemein rechtwinklig zur Ebene des Zuschnitts (85) angeordnete Stege (90,89) ausgebildet sind.5. Plate holder according to claim 1 to 3, characterized in that the clamping member (80) is designed as an elastic spring plate (84), which consists of a plate-shaped crowned convex blank (85), at the end portions (86a, 86b) on the Clamping piece (16) locking elements (87, 88) that can be brought into contact are arranged, which are designed as webs (90, 89) arranged generally at right angles to the plane of the blank (85). 6. Plattenhalter nach Anspruch 1 bis 3, dadurch gekennzeichnet, daß das Klemmglieg (80) als elastische Federplatte (100) ausgebildet ist, die aus zwei schwachwinklig zueinander angeordneten Zuschnitten (102, 103) besteht, an deren freien Endabschnitten (86c, 86d) an dem Klemmstück (16) zur Anlage bringbare Arretierungsglieder (87, 88) angeordnet sind, zu denen parallel zwischen dem oberen Zuschnitt (102) und dem unteren Zuschnitt (103) ein gegenüber der Ebene der Federplatte (101) zu den Arretierungsgliedern (87, 88) entgegengesetzt vorstehender Spannsteg (104) ausgebildet ist.6. Plate holder according to claim 1 to 3, characterized in that the clamping member (80) is designed as an elastic spring plate (100) which consists of two weakly arranged blanks (102, 103), at their free end portions (86c, 86d) Arresting locking elements (87, 88) are arranged on the clamping piece (16), to which locking elements (87, 88) are arranged parallel to the upper blank (102) and the lower blank (103) parallel to the plane of the spring plate (101). 88) opposite protruding tensioning web (104) is formed. 7. Plattenhalter nach Anspruch 4 bis 6, dadurch gekennzeichnet, daß an der dem Halteabschnitt (24) zugewandten Seite des Klemmglieds (80) rechtwinklig zur Ebene der Zuschnitte (82, 85) Distanzlaschen oder Stege (92) ausgebildet sind, die in den zwischen den zueinander rechtwinklig angeordneten Anschlagflächen (47, 44a) und dem Endabschnitt (6) des Haltestegs (5) ausgebildeten Hohlraum (93) einklemmbar sind.7. Plate holder according to claim 4 to 6, characterized in that on the holding portion (24) facing side of the clamping member (80) perpendicular to the plane of the blanks (82, 85) spacer tabs or webs (92) are formed, which in the between the stop surfaces (47, 44a), which are arranged at right angles to one another, and the cavity (93) formed in the end section (6) of the retaining web (5). 8. Plattenhalter nach Anspruch 1 bis 7, dadurch gekennzeichnet, daß der Dornhalter (17) an der dem Steg (26) zugeordneten Seitenkante (25) der Grundplatte (22) angeordnet und als fluchtend zum Mittelsteg (4) des Mittelträgers (2) ausgerichteter plattenförmiger Schenkel (32) und der Dornhalter (18) als an der unteren Kante (33) der Grundplatte (22) des Klemmstücks (16) rechtwinklig zur Grundplatte (22) angeordneter plattenförmiger Schen- ; kel (34) ausgebildet ist.8. Plate holder according to claim 1 to 7, characterized in that the mandrel holder (17) on the web (26) associated side edge (25) of the base plate (22) and aligned with the central web (4) of the central support (2) aligned plate-shaped legs (32) and the mandrel holder (18) as plate-shaped legs arranged on the lower edge (33) of the base plate (22) of the clamping piece (16) at right angles to the base plate (22); kel (34) is formed. 9. Plattenhalter nach Anspruch 1 bis 8, dadurch gekennzeichnet, daß in der Grundplatte (22) eine Durchbrechung (48) oder zwei zueinander seitlich in der Höhe versetzte Durchbrechungen (36, 37) ausgebildet sind, durch die jeweils ein Niet zur Verbindung des Klemmstücks (16) mit dem Haltesteg (5) des Mittelträgers (2) od. dgl. steckbar ist.9. Plate holder according to claim 1 to 8, characterized in that in the base plate (22) an opening (48) or two mutually laterally offset openings (36, 37) are formed, each with a rivet for connecting the clamping piece (16) with the retaining web (5) of the central support (2) or the like. 10. Plattenhalter nach Anspruch 1 bis 9, dadurch gekennzeichnet, daß die Klemmscheibe (93) als Schenkel (42) eines L-förmigen Profilstücks (40) mit zwei nebeneinander angeordneten, in der Höhe zueinander versetzten Durchbrechungen (36, 37) zur Ausbildung von Nietverbindungen und der andere Schenkel (42) als Dornhalter (18) ausgebildet ist.10. Plate holder according to claim 1 to 9, characterized in that the clamping disc (93) as a leg (42) of an L-shaped profile piece (40) with two juxtaposed, vertically offset openings (36, 37) to form Rivet connections and the other leg (42) is designed as a mandrel holder (18). 11. Plattenhalter nach Anspruch 1 bis 10; dadurch gekennzeichnet, daß der Mittelabschnitt (19a) des Ankerdorns (19) geriffelt oder als Kerbverzahnung (19b) od. dgl. ausgebildet ist.11. Plate holder according to claim 1 to 10; characterized in that the central section (19a) of the anchor mandrel (19) is corrugated or is designed as serration (19b) or the like. 12. Plattenhalter nach Anspruch 1, dadurch gekennzeichnet, daß die Klemmscheibe (93) als Schenkel (56) eines L-förmigen Haltewinkels (51) und das Klemmglied (80) als Klemmstück (57) ausgebildet und an dem anderen Schenkel (52) des Haltewinkels (51) eine Schiebeführung (53) zur verschieblichen Lagerung einer Fassadenplatte (3) mit Ankerdorn (55) und eine zur Schiebeführung (53) fluchtende Durchbrechung (54) ausgebildet ist, in die ein an demAnkerdorn (97) ausgebildeter Zapfen (49) gesteckt ist.12. Plate holder according to claim 1, characterized in that the clamping disc (93) as a leg (56) of an L-shaped bracket (51) and the clamping member (80) as a clamping piece (57) and on the other leg (52) of the Bracket (51) a sliding guide (53) Slidable mounting of a facade panel (3) with an anchor mandrel (55) and an opening (54) aligned with the sliding guide (53), into which a pin (49) formed on the anchor mandrel (97) is inserted. 13. Plattenhalter nach Anspruch 12, dadurch gekennzeichnet, daß die Schiebeführung (53) als an dem Endabschnitt (58) des Schenkels (52) parallel zur Ebene des anderen Schenkels (56) angeordnete Nut (59) ausgebildet ist, in die eine Fassadenplatte (3) einschiebbar ist.13. Plate holder according to claim 12, characterized in that the sliding guide (53) as at the end portion (58) of the leg (52) parallel to the plane of the other leg (56) arranged groove (59) is formed, in which a facade panel ( 3) can be inserted. 14. Plattenhalter nach Anspruch 13, dadurch gekennzeichnet, daß die Nut (59) einen schwalbenschwanz-förmigen Querschnitt aufweist, in der ein am Ankerdorn (55) ausgebildeter Senkkopf (95) geführt ist, dessen Dornabschnitt (96) in den oberhalb des Schenkels (52) befindlichen Fassadenplattenabschnitt (3a) eingesteckt ist.14. Plate holder according to claim 13, characterized in that the groove (59) has a dovetail-shaped cross section, in which a countersunk head (95) formed on the anchor mandrel (55) is guided, the mandrel section (96) in the above the leg ( 52) located facade panel section (3a) is inserted. 15. Plattenhalter nach Anspruch 13 und 14, dadurch gekennzeichnet, daß die Nut (59) in einer Verdickung (60) ausgebildet ist, die am freien Endabschnitt (58) des Schenkels (52) angeordnet ist.15. Plate holder according to claim 13 and 14, characterized in that the groove (59) is formed in a thickening (60) which is arranged on the free end portion (58) of the leg (52). 16. Plattenhalter nach Anspruch 12 bis 15, dadurch gekennzeichnet, daß auf der dem Schenkel (52) zugewandten Fläche (64) des Schenkels (56) ein Klemmglied (65) angeordnet ist, das zur Halterung des Klemmstücks (57) mit diesem in Wirkverbindung bringbar ist.16. Plate holder according to claim 12 to 15, characterized in that on the leg (52) facing surface (64) of the leg (56) a clamping member (65) is arranged, which for holding the clamping piece (57) with it in operative connection is feasible. 17. Plattenhalter nach Anspruch 16, dadurch gekennzeichnet, daß das Klemmglied (65).als keilförmige Verdickung auf der Fläche (64) ausgebildet ist.17. Plate holder according to claim 16, characterized in that the clamping member (65). As a wedge-shaped thickening on the surface (64) is formed. 18. Plattenhalter nach Anspruch 12 bis 17, dadurch gekennzeichnet, daß der dem freien Endabschnitt (65) zugeordnete Plattenabschnitt (66) des Schenkels (56) eine geringere Dicke als der dem Klemmglied (65) zugeordnete Plattenabschnitt (67) des Schenkels .(56) aufweist.18. Plate holder according to claim 12 to 17, characterized in that the free end portion (65) associated plate portion (66) of the leg (56) one has a smaller thickness than the plate section (67) of the leg (56) associated with the clamping member (65). 19. Plattenhalter nach Anspruch 18, dadurch gekennzeichnet, daß die dem Schenkel (52) abgewandten Flächen (68a, 68b) der Plattenabschnitte .(66, 67) in einer Ebene angeordnet und zwischen den dem Schenkel (52) zugewandten Flächen (69a, 69b) der Plattenabschnitte (66, 67) eine Gleitführung (70) ausgebildet ist.19. Plate holder according to claim 18, characterized in that the surfaces (68a, 68b) of the plate sections (66, 67) facing away from the leg (52) are arranged in one plane and between the surfaces (69a, 69b) facing the leg (52) ) of the plate sections (66, 67) a sliding guide (70) is formed. 20. Plattenabschnitt nach Anspruch 19, dadurch gekennzeichnet, daß die Gleitführung (70) als zu den Flächen (69a, 69b) schiefe Ebene ausgebildet ist.20. Plate section according to claim 19, characterized in that the sliding guide (70) is designed as an inclined plane to the surfaces (69 a, 69 b). 21. Plattenhalter nach Anspruch 17 bis 20, dadurch gekennzeichnet, daß auf der Fläche (69a) des Plattenabschnitts (66) eine Sicke od. dgl. als Bohrmarkierung (71) ausgebildet ist.21. Plate holder according to claim 17 to 20, characterized in that on the surface (69a) of the plate portion (66) a bead or the like. As a drilling mark (71) is formed. 22. Plattenhalter nach Anspruch 12 bis 21, dadurch gekennzeichnet, daß das Klemmstück (57) aus einer Grundplatte (22) besteht, an deren einer Seitenkante (23) ein im Querschnitt allgemein U-förmiger Halteabschnitt (24) ausgebildet ist, der über den Schenkel (56) des Haltewinkels (51) und den freien Endabschnitt (6) des Haltestegs (5) des Tragelements der Fassadenunterkonstruktion (1) steckbar ist und an deren anderer Seitenkante (25) ein weiterer, allgemein U-förmiger den Schenkel (56) des Haltewinkels (51) umgreifender Halteabschnitt (73) ein rechtwinklig zur Grundplatte (22) ausgerichteter Steg (77) mit vertikalen Zähnen (75) angeordnet ist, die mit Zähnen (76) der an einem Mittelsteg (4) des Tragelements der Fassadenunterkonstruktion (1) ausgebildeten Riffelgruppe (10) in Wirkverbindung bringbar sind.22. Plate holder according to claim 12 to 21, characterized in that the clamping piece (57) consists of a base plate (22), on the one side edge (23) of which a cross-sectionally generally U-shaped holding section (24) is formed, which over the Leg (56) of the bracket (51) and the free end section (6) of the retaining web (5) of the supporting element of the facade substructure (1) can be plugged in and on the other side edge (25) there is another, generally U-shaped leg (56) of the holding bracket (51) encompassing the holding section (73), a web (77) with vertical teeth (75), which is oriented at right angles to the base plate (22), is arranged with teeth (76) on a central web (4) of the supporting element of the facade substructure (1 ) trained corrugated group (10) can be brought into operative connection. 23. Plattenhalter nach Anspruch 22, dadurch gekennzeichnet, daß jeweils einer der aneinanderliegenden Schenkel (77, 78) der Zähne (75, 76) des Stegs (74, 26) und der Rif- felgruppe (10). rechtwinklig zur Ebene des Mittelstegs (4) bzw. des Stegs (74, 26) angeordnet ist.23. Plate holder according to claim 22, characterized in that in each case one of the adjacent legs (77, 78) of the teeth (75, 76) of the web (74, 26) and the R iffel group (10). is arranged at right angles to the level of the central web (4) or the web (74, 26). 24. Plattenhalter nach Anspruch 1 bis 23, dadurch gekennzeichnet, daß die Zähne (75, 76) des Stegs (74, 26) und -der Riffelgruppen (10) ein Rechteckprofil aufweisen und die Zahnnuten der Riffelgruppe (10) gleichmäßig größer als die Dicke der Zahnprofile sind.24. Plate holder according to claim 1 to 23, characterized in that the teeth (75, 76) of the web (74, 26) and the corrugated groups (10) have a rectangular profile and the tooth grooves of the corrugated group (10) are uniformly larger than the thickness of the tooth profiles are. 25. Plattenhalter nach Anspruch 1 bis 24, dadurch gekennzeichnet, daß an dem Halteabschnitt (24) eine schiefwinklig zur Grundplatte (22) angeordnete Führungsfläche (38) und an dem Steg (26) ein parallel zur Grundplatte (22) ausgerichteter flächiger Absatz (39) ausgebildet ist, der von der Grundplatte (22) den gleichen Abstand hat, wie die Lagerfläche (30) des Distanzsteges (29).25. Plate holder according to claim 1 to 24, characterized in that on the holding section (24) an oblique angle to the base plate (22) arranged guide surface (38) and on the web (26) a parallel to the base plate (22) aligned flat shoulder (39 ) is formed, which is at the same distance from the base plate (22) as the bearing surface (30) of the spacer web (29).
EP81106312A 1980-08-13 1981-08-13 Slab support to be anchored in the construction supporting a façade consisting of slabs of natural, concrete or ceramic facing stones Expired EP0045978B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81106312T ATE5908T1 (en) 1980-08-13 1981-08-13 PANEL HOLDER FOR A FAÇADE SUBSTRUCTURE FOR FAÇADE PANELS MADE OF NATURAL STONE, CONCRETE STONE AND CERAMIC.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE3030624 1980-08-13
DE19803030624 DE3030624A1 (en) 1980-08-13 1980-08-13 Fixing of facade to wall - uses clamps, with transverse tile engaging pins, secured to vertical bearers by wedges
DE3037024 1980-10-01
DE19803037024 DE3037024A1 (en) 1980-10-01 1980-10-01 Fixing of facade to wall - uses clamps, with transverse tile engaging pins, secured to vertical bearers by wedges

Publications (2)

Publication Number Publication Date
EP0045978A1 true EP0045978A1 (en) 1982-02-17
EP0045978B1 EP0045978B1 (en) 1984-01-18

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EP81106312A Expired EP0045978B1 (en) 1980-08-13 1981-08-13 Slab support to be anchored in the construction supporting a façade consisting of slabs of natural, concrete or ceramic facing stones

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EP (1) EP0045978B1 (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164002A (en) * 1984-07-17 1986-03-12 Inax Corp Decorative panel comprising replaceable decorative sheets
EP0207848A1 (en) * 1985-06-24 1987-01-07 Rocamat Composite wall covering of visible stones
EP0272658A2 (en) * 1986-12-22 1988-06-29 Loos, Hermann, Dipl.-Ing. Supporting frame for façade claddings
EP0407338A1 (en) * 1989-06-26 1991-01-09 Ancotech Ag Anchoring system and its utilization
EP0978603A1 (en) * 1998-08-06 2000-02-09 Klaus Reinwarth Multi-part clip for façades
KR100388614B1 (en) * 1995-08-01 2003-09-26 스코트 시스템, 인코포레이티드 Support bracket holder for concrete form
US8919070B2 (en) 2012-08-30 2014-12-30 Technoform Holding GmbH Spacer for retaining cladding element on structural building element
JP2017082471A (en) * 2015-10-27 2017-05-18 ニチハ株式会社 Fixture for exterior material and exterior structure
EP3767053A1 (en) * 2019-07-19 2021-01-20 STO SE & Co. KGaA Device for applying plate-shaped facade elements to a subsurface fixed to a building side or a substructure fixed to a building side, facade with plate-shaped facade elements
CN112832521A (en) * 2020-12-31 2021-05-25 浙江天印建筑设计有限公司 Construction method of wall body outer vertical face decoration structure
CN113530111A (en) * 2021-08-05 2021-10-22 南京威克希尔建设工程有限公司 Indoor assembly type decorative wallboard system for exhibition hall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2207231A1 (en) * 1972-11-17 1974-06-14 Calsilox Sa
DE2543174A1 (en) * 1975-09-27 1977-03-31 Walter Haase Wall facade sub frame - consists of base plates with variable screw connections to angle wall brackets
DE2639552A1 (en) * 1976-09-02 1978-03-16 Walter Haase Grooved plate rear ventilated wall cladding panel holder - has wedge block, trapezoidal interlocking serration and vertical base grooves
DE7902266U1 (en) * 1979-01-27 1979-06-13 Haase, Walter, 2071 Klein Hansdorf KIT FOR FASTENING VERTICAL SUPPORT PROFILES WITH SLIDING POINTS AND FIXED POINTS FOR FASTENING LARGE-AREA PANEL-SHAPED OBJECTS, IN PARTICULAR FAÇADE PANELS ON BUILDINGS

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2827148C2 (en) * 1978-06-21 1984-12-06 Walter 2072 Jersbek Haase Kit for holding vertical support profiles with sliding point and fixed point for fastening large, plate-shaped objects to buildings

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2207231A1 (en) * 1972-11-17 1974-06-14 Calsilox Sa
DE2543174A1 (en) * 1975-09-27 1977-03-31 Walter Haase Wall facade sub frame - consists of base plates with variable screw connections to angle wall brackets
DE2639552A1 (en) * 1976-09-02 1978-03-16 Walter Haase Grooved plate rear ventilated wall cladding panel holder - has wedge block, trapezoidal interlocking serration and vertical base grooves
DE7902266U1 (en) * 1979-01-27 1979-06-13 Haase, Walter, 2071 Klein Hansdorf KIT FOR FASTENING VERTICAL SUPPORT PROFILES WITH SLIDING POINTS AND FIXED POINTS FOR FASTENING LARGE-AREA PANEL-SHAPED OBJECTS, IN PARTICULAR FAÇADE PANELS ON BUILDINGS

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164002A (en) * 1984-07-17 1986-03-12 Inax Corp Decorative panel comprising replaceable decorative sheets
EP0207848A1 (en) * 1985-06-24 1987-01-07 Rocamat Composite wall covering of visible stones
FR2584755A2 (en) * 1985-06-24 1987-01-16 Rocamat Sa Composite wall covering with visible stones
EP0272658A2 (en) * 1986-12-22 1988-06-29 Loos, Hermann, Dipl.-Ing. Supporting frame for façade claddings
EP0272658A3 (en) * 1986-12-22 1988-12-28 Loos, Hermann, Dipl.-Ing. Supporting frame for façade claddings
EP0407338A1 (en) * 1989-06-26 1991-01-09 Ancotech Ag Anchoring system and its utilization
KR100388614B1 (en) * 1995-08-01 2003-09-26 스코트 시스템, 인코포레이티드 Support bracket holder for concrete form
EP0978603A1 (en) * 1998-08-06 2000-02-09 Klaus Reinwarth Multi-part clip for façades
US8919070B2 (en) 2012-08-30 2014-12-30 Technoform Holding GmbH Spacer for retaining cladding element on structural building element
JP2017082471A (en) * 2015-10-27 2017-05-18 ニチハ株式会社 Fixture for exterior material and exterior structure
EP3767053A1 (en) * 2019-07-19 2021-01-20 STO SE & Co. KGaA Device for applying plate-shaped facade elements to a subsurface fixed to a building side or a substructure fixed to a building side, facade with plate-shaped facade elements
CN112832521A (en) * 2020-12-31 2021-05-25 浙江天印建筑设计有限公司 Construction method of wall body outer vertical face decoration structure
CN112832521B (en) * 2020-12-31 2022-08-26 浙江天印建筑设计有限公司 Construction method of wall body facade decoration structure
CN113530111A (en) * 2021-08-05 2021-10-22 南京威克希尔建设工程有限公司 Indoor assembly type decorative wallboard system for exhibition hall

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