EP0065296B1 - Support distanceur fixe ou coulissant pour revêtements de façade - Google Patents

Support distanceur fixe ou coulissant pour revêtements de façade Download PDF

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Publication number
EP0065296B1
EP0065296B1 EP82104245A EP82104245A EP0065296B1 EP 0065296 B1 EP0065296 B1 EP 0065296B1 EP 82104245 A EP82104245 A EP 82104245A EP 82104245 A EP82104245 A EP 82104245A EP 0065296 B1 EP0065296 B1 EP 0065296B1
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EP
European Patent Office
Prior art keywords
support
distancing
plug
foot
distancing support
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
EP82104245A
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German (de)
English (en)
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EP0065296A1 (fr
Inventor
Paul Martin Steiner
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.)
Ickler AG
Original Assignee
Ickler AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE19813119214 external-priority patent/DE3119214A1/de
Priority claimed from DE19813143125 external-priority patent/DE3143125A1/de
Priority claimed from DE19823215392 external-priority patent/DE3215392A1/de
Application filed by Ickler AG filed Critical Ickler AG
Priority to AT82104245T priority Critical patent/ATE25415T1/de
Publication of EP0065296A1 publication Critical patent/EP0065296A1/fr
Application granted granted Critical
Publication of EP0065296B1 publication Critical patent/EP0065296B1/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
    • 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

Definitions

  • the invention relates to fixed point and floating point spacers for the substructure of curtain walls, ventilated and equipped with thermal insulation facade cladding, which can be screwed to the building wall by means of plastic dowels, and whose spacer base with oval dowel holes, which can be pivoted and displaced on the dowel, can be fixed at right angles to the substructure is adjustable (EP A 0 028 495).
  • the substructure is hung on the building wall with the spacers at fixed points, which in addition to the proportional weight of the substructure, the facade cladding and the ice load can also take over the wind friction forces effective in parallel to the facade surface.
  • spacers are designed as sliding points which are guided in vertical slots in the substructure and which have to absorb the wind pressure and suction forces perpendicular to the facade, but cannot absorb vertical forces.
  • the spacer feet with oval elongated holes can be moved on the dowels.
  • the spacers In addition to their function of load transfer to their dowels, the spacers must allow the substructure to be precisely inserted into a common, vertical plane, while compensating for the unavoidable and sometimes considerable unevenness of the house wall.
  • the girders must be anchored in the building wall in a statically exactly arithmetically detectable and reproducible manner with the plastic dowels, because otherwise excessive safety factors would have to be introduced into the calculation, which would lead to uneconomical oversizing.
  • plastic anchors the only quantity that can be determined by experiment and calculation is the centric, axial pull-out force; it has been shown that this pull-out force not only drops considerably in the case of off-center or inclined pulling, but also scattered irregularly.
  • dowels in which eccentric or oblique tensile or compressive forces occur increased safety figures had to be expected, which can reach an order of magnitude of S - 18. Bending moments also create tensile and compressive stresses that must be kept within the dowel tension, i.e. the pretension.
  • the fixed point girder is designed so that it transfers the entire construction load of the substructure, including the barrel covering and its ice load, to the dowel as a pure shear load.
  • the vertical bending moment does not reach the fixed-point anchor because it is absorbed by the vertical mounting rail as a push-pull force pair from neighboring floating point spacers.
  • These and the other numerous floating point spacers transmit the wind pressure and suction forces acting vertically on the facade as pressure and tensile forces to their fastening dowels. If a small horizontal moment is neglected, wind friction creates a horizontal load component, which is combined with the tensile or compressive force to form a resultant that is effective at an acute angle in the axial direction.
  • the spacer support axis can also be inclined with respect to the dowel axis through inclined or offset dowel holes. It is an insight essential to the invention that the disadvantageous pressure or tension acting off-center on the dowel can be compensated for by the fact that the pressure or tension direction is directed by adjusting the spacers to the center of the dowel head and / or to the intersection of the dowel axis with the building surface becomes. The means by which this is possible are the subject of the invention.
  • the aim of the invention is therefore to design the spacers and their attachment to the dowel head in such a way that both when used as a fixed point and as a floating point, a determination is achieved with respect to the facade level, as well as to the oblique attack of the pull-out and indentation results in the center of the dowel head becomes.
  • the spherical crests can be provided symmetrically to the support for two dowels, which are arranged horizontally in the direction of the oval elongated holes and which are suitable for converting the horizontal wind friction moments into axial pull-out and impression forces on the two dowels.
  • the cylindrical domes on the dowel head can be fixedly attached to the carrier foot and the carrier base can be connected to the carrier by a joint arranged perpendicular to the axis of curvature of the cylindrical dom.
  • This joint can be separated by the Connection between the carrier and the carrier foot is designed as a bayonet connection, into which the carrier can be inserted from the front side and can be deflected by lateral displacement.
  • the object of the invention can be achieved by a base plate with elongated holes, the contact surface of which with the spacer base is a hollow cylindrical surface with a vertical cylinder axis when installed and with a radius in the order of magnitude of the length of the spacer.
  • the contact surfaces for the masonry and for the dowel head are curved outwards about axes perpendicular to the direction of displacement, so that the bearing surfaces on the masonry and can be centered on the dowel axis on the dowel head regardless of the manual slope and the dowel hole slope.
  • a separate dowel head can be provided to solve the problem
  • the base plate of the building which is provided with the dowel screw connection, is provided with adjusting screws on both sides and vertical ribs on both sides, by means of which the dowel head plate provided with a opening for the spacer base can be aligned parallel to the substructure level.
  • a connection which can be deflected into the opening of the dowel head by turning the spacer, both in both directions of the dowel axis and perpendicular to the dowel axis, with the dowel head is desired.
  • FIG. 1 Further features of the invention are a rectangular opening in the dowel head plate with a horizontal longitudinal axis when installed and a cross bar on a web of the spacer and position limiting stops on the inside of the dowel head plate for the cross bar, as well as oblique extensions of the web length such that the spacer in a correspondingly pivoted position can be pushed over the limit stops.
  • stand carrier adjustable slide clamps can be arranged with fastening screws.
  • the pivots of the slide clamps can be provided with pegs and hammer heads so that they can be inserted into the slots of the spacers and inserted.
  • the required displacement adjustment of the slide clamp in this case can be effected by means of stair-shaped bores in the spacer for receiving the associated slide clamp screws or bolts.
  • a separate, full load-transmitting peg between the vertical mounting rails and the spacer after installation and alignment is recommended.
  • the spacer 1 is provided on the building wall side with oval elongated holes 2 for the retaining screws 3, and at the opposite end with elongated holes 4 for the screws 5, which are open to the outside.
  • the spacer is provided in the area of the elongated holes 2 on both sides with ribs 6 and 7 running perpendicular to its longitudinal direction. Counter ribs are located on the inside of the flanges 8 and 9 of the two support feet 10 and 11. This makes the support feet 10 and 11 according to the division of the Ribs 6 and 7 are independently adjustable in the longitudinal direction of the beam.
  • the outer sides of the spacer support feet 10 and 11 are curved outwards in a spherical or cylindrical manner around the elongated holes 12.
  • the elongated holes 12 allow the two support feet 10 and 11 and thus the spacer 1 to be displaced for the purpose of adjustment and enable assembly even with dowel distances that deviate from the target value. Because the support feet 10 and 11 can be adjusted independently of one another on the spacer 1, irregularities in the building surface can be compensated for and the support 1 can be aligned exactly perpendicular to the facade plane, as shown in FIG. 5.
  • the dowel head 13 lies directly or by means of the disc 15 on the curved inside 16 of the tip 14. This would allow the tip 14 to be adjusted so that the spacer 1 is aligned with the dowel head 13 independently of unevenness in the wall and is held there, cf. Fig. 4.
  • This bracket attachment can fully absorb the design load; Before hanging the actual heavy facade cladding, steel pins or screws are used at the points in question to transfer the load and relieve the clamps.
  • a particular advantage of this double dowel attachment is that the dowels 13 are freely accessible from the front during assembly.
  • This embodiment is particularly suitable for absorbing the weight of the facade as a so-called fixed point, because not only is the vertical load moment distributed over the vertical substructure support as compressive and tensile forces to the neighboring floating point dowels, but also because the horizontal frictional moment, which is, however, much smaller as pressure and tensile forces in the two dowels.
  • FIGS. 2 and 3 are more tailored to the conditions that are to be met by pure spacing and guide supports or supports, that is to say so-called floating points.
  • the substructure rail 18 is connected by the clamps 17 to the spacer 20, the retaining screws 21 of which are adjustable in slots 22 of the carrier 20.
  • This support 20 is also provided on one side in the area of the slot 22 with grooves 23, as is the washer 24.
  • one clamp is sufficient because they are arranged in large numbers and because they only take up loads during assembly, during which completed facade are relieved.
  • the end of the support 20 on the house ends in two rectangular pins 27, 28 which slide in arcuate guide grooves 27, 28 of the support foot.
  • the upper pin 25 is slightly longer; it is inserted from the front and below into the upper guide groove 27, whereupon the lower pin 26 can slide into the lower guide groove 28 by lowering the carrier.
  • the carrier 20 can now be pivoted horizontally.
  • the curvature of the guides 27 and 28 is dimensioned such that the pivot center lies in the center of the dowel head. Since vertical loads do not occur with these girders because they are taken over by the fixed-point girders described above (Fig. 1), and horizontal forces parallel to the building wall are also not absorbed due to the pivoting of the girder 20, the articulated connection only needs to accommodate the Own weight of the beam and the assembly weight of the substructure during pre-assembly.
  • the wall support surface 30 of the foot 29 need only be cylindrically curved. Wall unevenness in the horizontal is compensated for by the pivotability of the support 20 and wall unevenness in the vertical is compensated for by the cylindrical contact surface 30, and borehole misalignments can be compensated for due to the oval elongated holes 31.
  • the position of the joint axis in the dowel head 32 means that all these deviations have no influence on the fact that the pressure and suction forces acting on the carrier 20 can change their direction towards the center of the dowel head. It is readily apparent that the described connection of spacer 20 and support foot 29 permits easy replacement of the supports without having to undo the dowel attachment and without destroying the thermal insulation already installed. Such a replacement may be necessary if there are individual very large or very small distances from the outer wall of the building which, despite the great adjustability of the bracket clips 17, cannot be bridged, so that the bracket must be replaced.
  • the vertical rails 41 of the substructure connected to the fixed point supports 42 by rivets 43 and fastened to the building wall by means of dowel screws 44. Otherwise, the profile rail 41 is held in its prescribed position by spacers 45.
  • These spacer brackets 45 are floating point brackets which are not stressed by the design load, since this is taken up by the fixed point bracket 42. They only have to absorb the tensile and compressive forces acting on the facade and form the vertical sliding guide for the profile rails 41; as a result, they can also absorb the pair of tensile and compressive forces into which the vertical load moment is broken down from the fixed point via the vertical profile rail 41 rigidly connected to it and is transmitted to the vertically adjacent sliding points.
  • the facade cladding panels 47 are fastened directly to the outer flange 46 of the profile rail (cf. FIGS. 7 and 11), or first panel carrier profile rails 46 (FIG. 8) are attached, on which in turn the cladding panels are hung.
  • the distance between the outer flanges 46 and the house wall results individually from the required rear ventilation cross section and the insulation thickness, the distance tolerance in turn from the unavoidable unevenness of the building wall; within this tolerance, the floating point spacers 45 must therefore be adjustable in length.
  • the slide clamps 49 can be fastened by means of screws 50 in bore steps 51 at the desired distance from the wall, the rotatability of the slide clamps 49 being retained so that unevenness in the building wall in the vertical can be compensated for.
  • the washer 55 has a concave cylindrical surface 54 on which the foot 52 of the spacer 45 with its strips 53 rests, the contact surfaces of which can be parts of a cylinder with the same radius. The cylinder radius corresponds to the average length of the spacer 45.
  • the elongated holes 56, 57 which allow mutual displacement of the spacer 45 and the base plate 55 on the dowel head 58.
  • the spacer With this displacement, the spacer becomes 45 pivoted about the cylinder axis and, if necessary, moved perpendicular to the dowel head 58.
  • the wall support surface of the base plate 55 is grooved or otherwise roughened.
  • the assembly is simple and foolproof.
  • the spacer 45 is tacked to the washer 55 with the dowel screw 60 in the dowel hole; then the spacer 45 is connected to the profile edge 59 by means of the clamp 49, the required length of the spacer being set at the same time.
  • the spacer 45 is pivoted and displaced in the horizontal until it is perpendicular to the profile surface 46 in the horizontal plane; then only the dowel screw 60 needs to be finally tightened. Unevenness in the vertical surface of the building wall is compensated for by the rotatably fastened clamps 49.
  • a further embodiment of the subject matter of the invention is shown, which can be advantageous in the case of particularly large unevenness in the wall horizontally, but also in the case of horizontally strong dowel holes, the two previous types of fastening had to be rejected.
  • the wall side of the spacer 45 receives grooves 62 in correspondence with the grooves 63 of the washer 65, so that the latter cannot move unintentionally against the spacer.
  • the cylinder surface 64 is located as a convex surface on the wall side of the plate 65. The spacer is displaceable in the slot 66 and the washer 65 in the slot 67 on the dowel screw 70.
  • the assembly is carried out in the same way as in the first embodiment; in addition, the washer 65 must be displaced transversely to the grooves 63 in such a way that the wall surface 69 tangentially touches the cylinder surface 64 in the center of the dowel head 68, that is to say centrally to the dowel axis.
  • the cylinder surface 64 can be arranged slightly eccentrically on the base plate 65; by repositioning the plate by 180 degrees, even stronger unevenness in the building wall can be taken into account without having to unnecessarily enlarge the dimensions of the base plate.
  • a cylinder base plate 71 with ribs 72 is provided on the flat side for the dowel screw head 70.
  • the side 76 of the spacer facing away from the wall has corresponding ribs 75.
  • the base plate 71 is cylindrically curved on its upper side 73 and has an elongated hole 74 for the dowel screw 70.
  • the base plates 65 and 71 can be of identical design.
  • the slide clamps 49 for the profile rails 59 on the profile rail 41 are guided according to FIG. 13 with play on the profile strip.
  • the substructure is composed of the vertical profile rail 81, the spacer 82 and 83 and the dowel heads 84 and 85, which are interconnected.
  • the connection between the profile rail 81 and the brackets 82 and 83 is made by the slide clamps 86, which guide the rail 81 in the ribs 87, and which are adjustable on the spacers 82 and 83.
  • the slide clamps 86 carry pins 88 with hammer heads 89 so that they can be inserted through the slots 90 of the spacers 82 and 83 and fastened by turning.
  • the pins 88 are so long that a locking washer or plate 91 can be inserted between the spacer 83 and hammer head 89.
  • This disc 91 is provided on the inside with ribs 92 which correspond to the ribs 93 in the outer surface of the spacer 83.
  • the slide clamp 86 can therefore be fixed in the desired position in the slit 80 without impeding the rotation of this clamp. It should therefore be noted that the length of the pin 88 is determined in such a way that after the securing plate 91 has been fitted, a slight play of the clamp 86 remains on its pin.
  • fixed point and floating point spacers are constructed equally.
  • the gradual adjustability of the slide clamps according to FIG. 21 is determined by the division of the teeth 92 and 93. If the adjustment path is limited and known, another variant can also be used, which already offers a security against shifting when it is put together. 19 and 20, a relatively fine-stage displaceability of the slide clamp 86 on the spacer 83 is achieved by the fact that it is equipped with several rows of stair-like bores 97 for the pivot pins 98 of the slide clamps 86. The pivot pins 98 inserted through a bore in the slide clamp 86 immediately take over the locking of the clamp; the final protection can then be taken over by a split washer 99, which is placed over the grooved end of the bolt 98. In principle, cap screws with nuts can also be used. To save space, as can be seen in FIG. 20, the bores can also be made at a distance smaller than their diameter.
  • the dowel head 84 is shown in plan view in FIG. 17, that is, seen from above in operational terms. It consists of the base plate 100 with two flange attachments 101 on both sides for the two set screws 102. The connecting line of the two set screws 102 or their support tips is operationally horizontal. The strips 103, 104 lying in the wall side of the base plate 100 run in between Dowel bore 105.
  • the dowel head plate 106 lies parallel to the base plate 100 and is connected to it by the two walls or webs 107. The walls 107 can run all the way around, so that a closed box is created, which, however, can no longer be produced using the continuous drawing process. In the box plate 106 there is a rectangular latch opening 108.
  • the flange 109 of the spacer 82 resting on the plate 106 carries at its end on a web 101 a cross bar 110, the length of which is shorter than the length of the constricting opening 108 but, however, larger than it Width.
  • the width of the web 111 corresponds to the thickness of the plate 106.
  • the contact surfaces of the web on the bolt and in the extension 112 of the spacer 82 lie in the top plate plane.
  • the boundary surfaces of the web 111 are chamfered on the flange 109 and on the bolt 110 such that the bolt 110 can be pushed onto the inside of the head plate between the limiting projections 113 and 114 when the spacer 82 is inclined.
  • Dowel head 84 and spacer 82 are so bring; true that in the locking position shown, the axis extension of the spacer 82 through the rib 103 and the locking axis 110 is directed through the eccentric dowel screw bore 105 of the base plate 111.
  • horizontal unevenness in the wall can be compensated for with the aid of one or both ribs 103, 104 and one or both adjusting screws 102 and the main axis of the dowel head aligned perpendicularly to the outer facade, whereby a temporarily suspended gauge spacer can be used.
  • Horizontal moments occurring at the spacer 82 are transmitted to the dowels according to the ribs 103, 104 and 102 as central compressive or tensile forces.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Claims (17)

1. Supports d'espacement fixes et coulissants pour la substructure de revêtements de façade en rideau, ventilés et équipés d'une isolation thermique, qui peuvent se visser au mur du bâtiment au moyen de chevilles en matière synthétique, et dont le pied de support d'espacement (10, 29), pouvant pivoter et coulisser sur la cheville et pouvant être fixé perpendiculairement au plan (18) de la substructure est réglable horizontalement sur la cheville par des trous allongés ovales (12, 31), caractérisés par des supports d'espacement (1, 20) pouvant être réglés en vue d'une application centrée à la tête de cheville (13, 32) des forces résultantes de compression et de traction agissant sur le support d'espacement (1, 20), par le fait que ceux-ci sont conçus, à l'endroit des trous allonges (12, 31) de la cheville, sous forme de convexités sphériques ou cylindriques (14, 30) bombées vers l'extérieur.
2. Supports d'espacement selon la revendication 1, caractérisés en ce que les convexités sphériques (14) sont prévues, symétriquement par rapport au support (1), pour deux chevilles qui sont disposées horizontalement dans la direction des trous allongés ovales (12), et en ce que les moments de frottement de vent sont propres à la conversion en forces d'extraction et d'enfoncement sur les deux chevilles.
3. Supports d'espacement selon l'une des revendications 1 et 2, caractérisés en ce que les convexités cylindriques (30) de la tête de cheville (32) sont disposées de façon fixe sur le pied (29) du support, et en ce que le pied (29) du support est relié au support (20) par une articulation (25...28) disposée perpendiculairement à l'axe de courbure de la convexité cylindrique (30).
4. Supports d'espacement selon la revendication 3, caractérisés en ce que l'articulation (25...28) est séparable.
5. Supports d'espacement selon la revendication 4, caractérisés en ce que la liaison entre le support (20) et le pied de support (29) est conçue sous forme de liaison à baïonnette, dans laquelle le support (20) peut être inséré depuis le côté frontal par son tenon et être verrouillé par coulissement latéral, et en ce que les guides (27, 28) destinés aux tenons (25, 26) sont conçus avec une même forme de sorte que l'axe de pivotement du support (20) coîncide avec le centre de courbure de la convexité cylindrique (30).
6. Supports d'espacement selon la revendication 5, caractérisés en ce que les tenons (25, 26) ont une section rectangulaire et sont adaptés avec contact de surface, sans jeu dans les guides en forme d'arc de cercle (27, 28).
7. Supports d'espacement fixes et coulissants pour la substructure de revêtements de façade en rideau, ventilés et équipés d'une isolation thermique, qui peuvent se visser au mur du bâtiment au moyen de chevilles en matière synthétique, et dont le pied de support d'espacement (52), pouvant pivoter et coulisser sur la cheville et pouvant être fixé perpendiculairement au plan (47) de la substructure est réglable horizontalement sur la cheville (60) par des trous allongés ovales (56), caractérisés par une plaque de calage (55) munie de trous allongés (57), et dont la surface de contact (54) avec le pied (52) du support d'espacement est une surface cylindrique creuse ayant un axe vertical lorsqu'elle est installée et ayant un rayon de l'ordre de grandeur de la longueur du support d'espacement (45).
8. Supports d'espacement selon la revendication 7, caractérisés en ce que la surface de contact au pied (52) du support d'espacement est limitée à deux bandes parallèles à l'axe du cylindre, sur le pied (52) du support d'espacement.
9. Supports d'espacement fixes et coulissants pour la substructure de revêtements de façade en rideau, ventilés et équipés d'une isolation thermique, qui peuvent se visser au mur du bâtiment au moyen de chevilles en matière synthétique, et dont le pied de support d'espacement (61), pouvant pivoter et coulisser sur la cheville et pouvant être fixé perpendiculairement au plan (47) de la substructure est réglable horizontalement sur la cheville par des trous allongés ovales (66), caractérisés par des plaques de calage (65, 71) glissées sur la cheville (70) de part et d'autre du pied (61) du support d'espacement et pouvant coulisser sur la cheville par des trous allongés (67, 74), et dont les surfaces de contact (64, 73) destinées à la maçonnerie (69) et à la tête de cheville (70) sont courbées cylindriquement vers l'extérieur autour d'axes perpendiculaires à la direction de coulissement, de sorte que les surfaces d'application à la maçonnerie (69) et à la tête de cheville (70) peuvent être centrées sur l'axe de la cheville indépendamment de l'oblicité du mur et de l'oblicité du trou de cheville.
10. Supports d'espacement selon la revendication 9, caractérisés en ce que les surfaces de contact planes (62, 63, 72, 76) des plaques (65, 71) et du pied de support d'espacement (61) portent, comme assujettissement contre le coulissement, des rainures transversales dirigées perpendiculairement à la direction de coulissement, et dont le profil concorde.
11. Supports d'espacement fixes et coulissants pour la substructure de revêtements de façade en rideau, ventilés et équipés d'une isolation thermique, qui peuvent se visser au mur du bâtiment au moyen de chevilles en matière synthétique, et dont les pieds de support d'espacement peuvent pivoter et coulisser et être fixés perpendiculairement au plan de la substructure au moyen de chevilles, caractérisés par une tête de cheville séparée (84, 85), dont la plaque de base (100) située du côté du bâtiment est munie du trou fileté de cheville (105), de vis de réglages bilatérales (102) et de nervures verticales bilatérales (103, 104) au moyen desquelles la plaque de tête de cheville (106), munie d'une ouverture de verrouillage (108) pour le pied de support d'espacement, peut être alignée parallèlement au plan de la substructure.
12. Supports d'espacement selon la revendication 11, caractérisés par une liaison (109,110,112) du support d'espacement (82) avec la tête de cheville (84), rigide aussi bien dans les deux sens de l'axe de cheville que perpendiculairement à l'axe de cheville et que l'on peut verrouiller dans l'ouverture (108) de la tête de cheville (84) par rotation du support d'espacement (82, 83).
13. Supports d'espacement selon la revendication 12, caractérisé en ce que la plaque de tête de cheville (106) présente une ouverture rectangulaire de verrouillage (108) à axe longitudinal horizontal lors de l'installation, et en ce que le support d'espacement porte sur un filet (111) une traverse (110) dont la longueur est plus petite que la longueur de l'ouverture de verrouillage (108), mais plus grande que sa largeur, et en ce que la largeur du filet (111) correspond à l'épaisseur de la plaque de tête de cheville (106).
14. Supports d'espacement, selon la revendication 13, caractérisé par des butées de limitation de position (113, 114), au côté intérieur de la plaque de tête de cheville (106), pour la traverse (110) et des élargissements de la longueur du filet, de telle sorte que le support d'espacement (82), dans une position déviée conformément à l'oblicité, peut être poussé pardessus les butées de limitation (113, 114).
15. Supports d'espacement, selon l'une quelconque des revendications 1 à 14, caractérisés en ce que des pinces de glissement (86) servant au guidage de profilés verticaux de barre porteuse (87) sont montées de façon réglable, par leurs vis de fixation, dans des fentes (90) des supports d'espacement.
16. Supports d'espacement selon la revendication 15, caractérisés en ce que des tourillons (88) des pinces de glissement (86) sont équipés de têtes de marteau (89) à l'aide desquelles on peut les glisser à travers les fentes (90) des supports d'espacement (83) et les verrouiller.
17. Supports d'espacement selon la revendication 16, caractérisés par des perforations en gradins (97) dans le support d'espacement (83) pour loger les vis ou boulons (98) de pince de glissement.
EP82104245A 1981-05-14 1982-05-14 Support distanceur fixe ou coulissant pour revêtements de façade Expired EP0065296B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82104245T ATE25415T1 (de) 1981-05-14 1982-05-14 Fest- und gleitpunkt-abstandtraeger fuer fassadenbekleidungen.

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
DE3119214 1981-05-14
DE19813119214 DE3119214A1 (de) 1981-05-14 1981-05-14 Unterkonstruktionstraeger fuer fassadenverkleidungen
DE3143125 1981-10-30
DE19813143125 DE3143125A1 (de) 1981-10-30 1981-10-30 Unterkonstruktionstraeger fuer fassadenbekleidungen
DE3215392 1982-04-24
DE19823215392 DE3215392A1 (de) 1982-04-24 1982-04-24 Abstanddhalter fuer die unterkonstruktion vorgehaengter fassadenbekleidungen

Publications (2)

Publication Number Publication Date
EP0065296A1 EP0065296A1 (fr) 1982-11-24
EP0065296B1 true EP0065296B1 (fr) 1987-02-04

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP82104245A Expired EP0065296B1 (fr) 1981-05-14 1982-05-14 Support distanceur fixe ou coulissant pour revêtements de façade

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EP (1) EP0065296B1 (fr)
DE (1) DE3275396D1 (fr)

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WO2022053543A1 (fr) * 2020-09-10 2022-03-17 Allface Befestigungstechnologie Gmbh Ensemble console pour profilés de support disposés horizontalement

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IT1229082B (it) * 1989-03-08 1991-07-18 Buiatti Spa Procedimento e mezzi per il rivestimento delle pareti di edifici da ristrutturare e nuovi.
DE19718299A1 (de) * 1997-04-30 1998-11-05 Fischer Artur Werke Gmbh Vorrichtung zum Befestigen von Fassadenplatten
GB2448859A (en) * 2007-01-31 2008-11-05 Ash & Lacy Building Systems Ltd Hinged support bracket for cladding allows access to hidden fastenings
ITVI20100085A1 (it) * 2010-03-24 2011-09-25 Maico S R L Metodo, assieme e kit per il fissaggio di cardini di serramento
CN103174275B (zh) * 2011-12-21 2015-08-05 王云飞 保温装饰板挂扣组件及其安装方法
CN104358377B (zh) * 2014-11-10 2016-07-06 重庆工业职业技术学院 一种可以独立拆装石材饰面板的推入式定位挂件
CN106013541A (zh) * 2016-06-28 2016-10-12 华东建筑设计研究院有限公司 可调的建筑构件连接单元及可调节建筑立面***
CN106121100A (zh) * 2016-08-24 2016-11-16 南通久立安全玻璃有限公司 一种干挂石材电池片及干挂装置
CN106760075B (zh) * 2016-11-28 2022-09-02 浙江亚厦幕墙有限公司 一种单元式幕墙板块组装支撑装置及支撑架
CN108049589A (zh) * 2017-11-14 2018-05-18 平潭诚信智创科技有限公司 一种建筑外墙装饰工程用石材保温墙体结构
CN111255127B (zh) * 2019-01-10 2021-03-19 李张炼 一种用于绿色建筑装修使用的干挂式幕墙背栓式连接件
CN111255130B (zh) * 2019-01-10 2021-04-20 万常金 一种用于绿色建筑的干挂式幕墙用背栓式连接设备
GB2593050B (en) * 2021-02-23 2022-03-09 Metalline Services Ltd A multipart bracket and rainscreen cladding mount system including same

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DE1272517B (de) * 1966-03-01 1968-07-11 Heinrich Liebig Vorrichtung zum Befestigen von Verkleidungsplatten an Gebaeuden
DE2156221C3 (de) * 1971-11-12 1980-04-10 Oskar Hans Zollikon Ickler (Schweiz) Haltevorrichtung für vorgehängte Außenwandbekleidungen
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022053543A1 (fr) * 2020-09-10 2022-03-17 Allface Befestigungstechnologie Gmbh Ensemble console pour profilés de support disposés horizontalement

Also Published As

Publication number Publication date
DE3275396D1 (en) 1987-03-12
EP0065296A1 (fr) 1982-11-24

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