EP0045978B1 - Barre de support à ancrer dans la construction de support pour une façade consistant en plaques de pierre de taille, de béton ou de céramique - Google Patents

Barre de support à ancrer dans la construction de support pour une façade consistant en plaques de pierre de taille, de béton ou de céramique Download PDF

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Publication number
EP0045978B1
EP0045978B1 EP81106312A EP81106312A EP0045978B1 EP 0045978 B1 EP0045978 B1 EP 0045978B1 EP 81106312 A EP81106312 A EP 81106312A EP 81106312 A EP81106312 A EP 81106312A EP 0045978 B1 EP0045978 B1 EP 0045978B1
Authority
EP
European Patent Office
Prior art keywords
plate
web
section
holders according
lateral side
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
EP81106312A
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German (de)
English (en)
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EP0045978A1 (fr
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/de
Priority claimed from DE19803037024 external-priority patent/DE3037024A1/de
Application filed by Individual filed Critical Individual
Priority to AT81106312T priority Critical patent/ATE5908T1/de
Publication of EP0045978A1 publication Critical patent/EP0045978A1/fr
Application granted granted Critical
Publication of EP0045978B1 publication Critical patent/EP0045978B1/fr
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, cast stone and ceramic on a substructure for ventilated facade panels on building walls, which consists of wall profiles, spacers, center beams or bumper beams designed to hold the facade panels, as a fixed point and sliding point
  • Surfaces of the wall holding profiles, spacers, middle girders have vertically arranged interlocking grooves and the wall holding profiles, spacers, middle girders and / or butt girders can be connected to one another by means of rivet connections, the facade panels being fastened to holding members which are arranged perpendicular to the plane of clamping disks which are connected by means of clamping members can be connected to a holding bridge of the substructure.
  • FR-A-22 07 231 it is known to attach facade panels to a substructure by means of mandrel holders.
  • the mandrel holders have a holding part made of a rod-shaped material, which can be pushed over horizontal profile rails of the substructure and on which a rod section with an anchor mandrel for the facade panels is formed vertically.
  • These mandrel holders have a limited load capacity. In addition, they can only support vertical loads, but not lateral ones. For these loads, special measures are required for the bracket, which makes them considerably more expensive.
  • facade substructures have become known which allow the formation of full thermal insulation.
  • these facade substructures are not suitable for holding facade slabs made of natural stone, concrete stone and ceramic, since the considerable vertical loads can no longer be absorbed by simple riveted joints.
  • the assembly of facade panels made of natural stone, concrete stone and ceramics is cumbersome and complex, since the relatively heavy plates have to be held during the fastening.
  • the object of the invention is to further develop the facade substructures known according to German Offenlegungsschriften 2827148, 2639552 in such a way that facade panels made of natural stone, cast stone and ceramic can also be used simply by providing full thermal insulation for the creation of a curtain wall.
  • the object is achieved in that the clamping disk is designed as a clamping piece or as a leg of an L-shaped holding bracket which can be clamped by means of a clamping piece with a mandrel holder arranged perpendicular to the plane of the clamping disk for receiving an anchor mandrel for holding a facade panel, and in that the clamping piece consists of one Base plate is formed, on one side edge of which a cross-sectionally generally U-shaped holding section is formed, which can be plugged over the free end section of the holding web and on the other side edge of which a web arranged at right angles to the base plate is formed with a corrugated group having vertical teeth, which is designed with the the corrugation group of the central web of a supporting element of the substructure facing the retaining web can be brought into active engagement.
  • Fig. 11 shows a further embodiment of tooth profiles of the teeth of the corrugated groups and the clamping piece in plan view in section.
  • 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 edge holders 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 holders 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 formed with an anchor mandrel 19 (FIGS. 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 section 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 thereto, on which a corrugated group 27 is formed, facing the holding section 24.
  • This corrugated group 27 consists of two teeth 11 arranged parallel to one another with a trapezoidal cross section, which can be brought into operative engagement with the teeth of the corrugated group 10 of the central web 4 of the central carrier 2.
  • a spacer web 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 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 is at 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 to 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 which is wedge-shaped in 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, which 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. 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.
  • the blank 85 is stretched due to its elasticity until the lower web 89 the clamping piece 16 engages under 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. A slight displacement of the plate holder 12 is only possible with additionally acting vertical loads.
  • 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 101 of the spring plate 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.
  • spacer shafts or webs 92 which can be inserted into the cavity 93, can be formed on the side of the clamping member 80 facing the holding section 24, perpendicular to the plane of the blank 82, 85. 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 (FIGS. 4a and 4b).
  • 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.
  • the middle section 19a of the armature mandrel 19 expediently has serration 19b, corrugations or the like, so that the armature mandrel 19 is clamped in the thickening 35 by a crimp connection in the opening 19c.
  • 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 armature mandrel 19 is fastened vertically in such a way that the mandrel sections 20, 21 protrude uniformly from both sides of 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 embodiment 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 armature 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 serves to hold the countersunk head 95 of the anchor mandrel 55.
  • 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 68a, 68b 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 is arranged between the surfaces 69a, 69b of the plate sections 66, 67 facing the leg 52.
  • a bead is formed in the center of the plate section 69a as a drilling mark 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.
  • a web 74 with vertical teeth 75 which have a trapezoidal cross section, is arranged at right angles to the base plate 22.
  • 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. 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.
  • 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 then drilled through in the area of the drilling marking 71, 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 area 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, each of which can 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 girder 2 can be adjusted in terms of their grid spacing after assembly, the Creation of the connections to the building wall 43 not as much care and time as with the known 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 impeded by anchor mandrel sections protruding from the edge holder.

Claims (24)

1. Un panneau de manche pour le chaînage des panneaux de façade (3) être composés de pierre de taille, de bloc en béton et céramique sur une sous-construction pour des panneaux de façade aérés de l'arrière à des murs de bâtiments (43), composée d'un élément profilé supportant aux murs, formé d'un point de fixation et d'une virgule flottante, des tasseaux, des poutres centrales (2) ou des poutres d'about pour la fixation des panneaux de façade (3), les surfaces des éléments profilés supportant aux murs, lesquelles sont tournées l'un vers l'autre, les tasseaux et poutres centrales, comportent des cannelures arrangées verticalement et enchaînant et les éléments profilés supportant aux murs, les tasseaux, les poutres centrales et/ou poutres d'about pouvant être joints à l'aide des assemblages rivés avec les panneaux de façade (3) attachés aux supports membres arrangés verticalement sur le plan des plaques de serrage (93), lesquelles peuvent être attachées avec une barrette de support de la sous-construction à l'aide des membres de serrage, caractérisé en ce que la plaque de serrage (93) est formée comme une pièce de serrage (16) ou comme un côté d'un angle (56) d'un angle de support (51) en forme de L, lequel peut être serré à l'aide d'une pièce de serrage (57), avec un mandrin de support (17, 18, 94), lequel est arrangé verticalement à la surface de la plaque de serrage (93) pour un ancre de mandrin (19, 55, 97) pour la fixation d'un panneau de façade (3) et que la pièce de serrage (16, 57) composée d'une plaque de fondation (22) dont l'une arête latérale (23) une partie de support (24) est formée en forme de U en section transversale, laquelle est encartable sur la libre section finale (6) de la barrette de support (5) et dont l'autre arête latérale (25) une barrette (26, 74) est formée, rectangulaire à la plaque de fondation (22) avec un groupe de cannelure (27) qui montre des dents verticales et laquelle doit être amenée en liaison de coopération avec le groupe de cannelure (10) de la barrette centrale (4) d'un élément profilé portant de la sous-construction, qui se tourne vers la barrette de support (5).
2. Panneau de manche suivant la revendication 1, caractérisé en ce que sur la surface (28) de la plaque de fondation (22) opposée au mandrin de support (17, 18) une barrette de distance (29) est formée.
3. Panneau de manche suivant les revendications 1 et 2, caractérisé en ce que entre la partie de support (24) et la barrette de distance (29) une clavette de serrage (81) est formée, composée d'un flan,circulaire (82) en forme de plaque avec une partie (83) en forme de coin en section transversale et la pièce de serrage (16) peut être coincée contre la poutre centrale (2) ou autres choses semblables à l'aide de la clavette de serrage.
4. Panneau de manche suivant les revendications 1 et 2, caractérisé en ce que entre la partie de support (24) et la barrette de distance (29) un diaphragme élastique est arrangé, composé d'un flan circulaire (85) en forme de plaque, bombé et en coussin et sur les sections finales-(86a, 86b) du flan circulaire sur la pièce de serrage (16) des arrêtages sont arrangés qui peuvent être amenés pour les appliquer et sont formés comme des barrettes (90, 89) en angle droit sur le plan du flan circulaire (85).
5. Panneau de manche suivant les revendications 1 et 2, caractérisé en ce que entre la partie de support (24) et la barrette de distance (29) un diaphragme élastique (100) est formé, composé de deux flans circulaires (102, 103) légèrement angulaires et arrangés l'un vers l'autre et sur les libres sections finales (86c, 86d) du flan circulaire sur la pièce de serrage (16) des arrêtages (87, 88) sont arrangés qui peuvent être amenés pour les appliquer et avec un tendeur (104) parallèle aux arrêtages entre le flan circulaire supérieur (102) et le flan circulaire inférieur (103) en face du plan (101) du diaphragme opposé saillant aux arrêtages (87, 88).
6. Panneau de manche suivant les revendications 3 à 5, caractérisé en ce que sur le côté du flan circulaire (82, 85) tourné vers la partie de support (24) des éclisses de distance ou barrettes (92) sont formées en angle droit à la surface, lesquelles peuvent être serrées entre les surfaces d'arrêt (47, 44a), arrangées en rectangle, et l'espace vide (93), formé à la section finale (6) de la barrette de support (5).
7. Panneau de manche suivant les revendications 1 à 6, caractérisé en ce que le mandrin de support (17) est arrangé à l'arête latérale (85) de la plaque de fondation (22) adjointe à la barrette (26) et est formé comme un côté d'un angle en forme de plaque (32) aligné sur la barrette de support (4) de la poutre centrale (2) et le mandrin de support (18) est formé comme un côté d'un angle en forme de plaque (34), arrangé à l'arête basse (33) de la plaque de fondation (22) de la pièce de serrage (16) rectangulaire à la plaque de fondation (22).
8. Panneau de manche suivant les revendications 1 à 7, caractérisé en ce que dans la plaque de fondation (22) une ouverture (48) ou deux ouvertures déplacées latéral en haut sont formées par lesquelles respectivement un rivet est encartable pour la jonction de la pièce de serrage (16) avec la barrette de support (5) de la poutre centrale (2) ou autres choses semblables.
9. Panneau de manche suivant les revendications 1 à 8, caractérisé en ce que la plaque de serrage (93) est formée comme un côté d'un angle (42) d'un élément profilé (40) en forme de L, avec deux ouvertures (36, 37) arrangées l'un à côté de l'autre et déplacées latéral en haut pour des assemblages rivés et l'autre côté d'un angle (42) est formé comme un mandrin de support (18).
10. Panneau de manche suivant les revendications 1 à 9, caractérisé en ce que la partie centrale (19a) de l' ancre de mandrin (19) est rainurée ou est formée comme une denture à cannelures (19a) ou autres choses semblables.
11. Panneau de manche suivant la revendication 1, caractérisé en ce que sur l'autre côté d'un angle (52) de l'angle de support (51) un guidage coulissant (53) est formé pour le ré-adressable montage d'un panneau de façade (3) avec un ancre de mandrin (55) et avec une ouverture (54) alignée sur le guidage coulissant (53) dans laquelle un tenon (49) est mis, formé à l'ancre de mandrin (97).
12. Panneau de manche suivant la revendication 11, caractérisé en ce que le guidage coulissant (53) est formé comme une rainure (59), arrangée à la section finale (58) du côté d'un angle (52) parallèle au plan du côté d'un angle (56) dans lequel un panneau de façade (3) est enfichable.
13. Panneau de manche suivant la revendication 12, caractérisé en ce que la rainure (59) a une section transversale à queue d'aronde dans laquelle une tête fraisée (95)-est mise, formée à l'ancre de mandrin (55), dont la partie de mandrin (96) est mise dans la partie de panneau de façade (3a) qui se trouve au-dessus du côté d'un angle (52).
14. Panneau de manche suivant les revendications 12 et 13, caractérisé en ce que la rainure (59) est formée dans un épaississement (60), lequel est arrangé à la libre section finale (58) du côté d'un angle (52).
15. Panneau de manche suivant les revendications 11 à 14, caractérisé en ce que sur la surface (64) du côté d'un angle (56), laquelle se tourne vers le côté d'un angle (52), un membre de serrage (65) est arrangé, lequel peut être amené en liaison de coopération avec la pièce de serrage (57) pour la fixation.
16. Panneau de manche suivant la revendication 15, caractérisé en ce que le membre de serrage (65) est formé comme un épaississement en forme de coin sur la surface (64).
17. Panneau de manche suivant les revendications 11 à 16, caractérisé en ce que la partie de panneau (66) du côté d'un angle (56) à la libre section finale (65) est moins épaisse que la partie de panneau (67) du côté d'un angle (56) adjointe au membre de serrage (65).
18. Panneau de manche suivant la revendication 17, caractérisé en ce que les surfaces (68a, 68b) des parties de panneau (66, 67) opposées du côté d'un angle (52) sont arrangées dans le même plan et que, entre les surfaces (69a, 69b) des parties de panneau (66, 67), une coulisse (70) est formée.
19. Partie de panneau suivant la revendication 18, caractérisé en ce que la coulisse (70) est formée comme un plan incliné aux surfaces (69a, 69b).
20. Panneau de manche suivant les revendications 16 à 17, caractérisé en ce que sur la surface (69a) de la partie de panneau (66) une moulure ou autres choses semblables est formée comme une perceuse de marquage (71).
21. Panneau de manche suivant la revendication 1, caractérisé en ce que respectivement l'un des côtés d'un angle (77, 78) dont l'un est à côté de l'autre, des dents (75, 76) du groupe de cannelure (10, 27) est arrangé rectangulaire sur le plan de la barrette centrale (4) ou sur le plan de la barrette (74, 26).
22. Panneau de manche suivant les revendications 1 à 21, caractérisé en ce que les dents (75, 76) de la barrette (74, 26) et du groupe de cannelure (10) montrent un élément profilé rectangle et les rainures de dents du groupe de cannelure (10) sont uniformément plus grandes que l'épaisseur des profils de la dent.
23. Panneau de manche suivant les revendications 1 à 22, caractérisé en ce que sur la partie de support (24) une surface de guidage (38) est formée, laquelle est arrangée à angle oblique à la plaque de fondation (22) et que à la barrette (26) un gradin plan (39) est formé, parallèle à la plaque de fondation (22), lequel a la même distance de la plaque de fondation (22) que la surface portante (30) de la barrette de distance (29).
EP81106312A 1980-08-13 1981-08-13 Barre de support à ancrer dans la construction de support pour une façade consistant en plaques de pierre de taille, de béton ou de céramique Expired EP0045978B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81106312T ATE5908T1 (de) 1980-08-13 1981-08-13 Plattenhalter fuer eine fassadenunterkonstruktion fuer fassadenplatten aus naturwerkstein, betonwerkstein und keramik.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19803030624 DE3030624A1 (de) 1980-08-13 1980-08-13 Plattenhalter
DE3030624 1980-08-13
DE19803037024 DE3037024A1 (de) 1980-10-01 1980-10-01 Als randhalter verwendbarer plattenhalter
DE3037024 1980-10-01

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EP0045978A1 EP0045978A1 (fr) 1982-02-17
EP0045978B1 true EP0045978B1 (fr) 1984-01-18

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EP81106312A Expired EP0045978B1 (fr) 1980-08-13 1981-08-13 Barre de support à ancrer dans la construction de support pour une façade consistant en plaques de pierre de taille, de béton ou de céramique

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164002B (en) * 1984-07-17 1987-11-11 Inax Corp Decorative panel comprising replaceable decorative sheets
FR2584755B2 (fr) * 1985-06-24 1988-07-29 Rocamat Sa Revetement mural composite a pierres apparentes
DE3643903A1 (de) * 1986-12-22 1988-07-07 Hermann Dipl Ing Loos Unterkonstruktion fuer fassadenbekleidungen
CH679505A5 (fr) * 1989-06-26 1992-02-28 Ancotech Ag
US5667190A (en) * 1995-08-01 1997-09-16 Scott; Samuel C. Object bracket holder for concrete forms
DE29814097U1 (de) * 1998-08-06 1998-11-26 Reinwarth Klaus Mehrteilige Fassadenklammer
US8919070B2 (en) 2012-08-30 2014-12-30 Technoform Holding GmbH Spacer for retaining cladding element on structural building element
JP6850071B2 (ja) * 2015-10-27 2021-03-31 ニチハ株式会社 外装構造
EP3767053B1 (fr) * 2019-07-19 2021-07-07 STO SE & Co. KGaA Dispositif de montage des éléments de façade en forme de plaque sur un support côté bâtiment ou sur une substructure fixée sur un support côté bâtiment, façade pourvue d'éléments de façade en forme de plaque
CN112832521B (zh) * 2020-12-31 2022-08-26 浙江天印建筑设计有限公司 一种墙体外立面装饰结构的施工方法
CN113530111B (zh) * 2021-08-05 2022-05-17 南京威克希尔建设工程有限公司 展厅用室内装配式装饰墙板系统

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2827148A1 (de) * 1978-06-21 1980-01-03 Walter Haase Bausatz zur halterung von vertikalen tragprofilen mit gleitpunkt und festpunkt zur befestigung grossflaechiger plattenfoermig ausgebildeter gegenstaende an gebaeuden

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2207231A1 (fr) * 1972-11-17 1974-06-14 Calsilox Sa
DE2543174C2 (de) * 1975-09-27 1982-06-09 Walter 2072 Jersbek Haase Halterung für eine hinterlüftbare Bauwerksverkleidung
DE2639552C2 (de) * 1976-09-02 1986-09-11 Haase, Walter, 2072 Jersbek Halterung für eine Bauwerksverkleidung
DE7902266U1 (de) * 1979-01-27 1979-06-13 Haase, Walter, 2071 Klein Hansdorf Bausatz zur halterung von vertikalen tragprofilen mit gleitpunkten und festpunkten zur befestigung grossflaechiger plattenfoermig ausgebildeter gegenstaende, insbesondere fassadenplatten an gebaeuden

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2827148A1 (de) * 1978-06-21 1980-01-03 Walter Haase Bausatz zur halterung von vertikalen tragprofilen mit gleitpunkt und festpunkt zur befestigung grossflaechiger plattenfoermig ausgebildeter gegenstaende an gebaeuden

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