EP3943685A2 - Construction de façade et/ou de mur avec structure porteuse en éléments de tension - Google Patents

Construction de façade et/ou de mur avec structure porteuse en éléments de tension Download PDF

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Publication number
EP3943685A2
EP3943685A2 EP21184729.8A EP21184729A EP3943685A2 EP 3943685 A2 EP3943685 A2 EP 3943685A2 EP 21184729 A EP21184729 A EP 21184729A EP 3943685 A2 EP3943685 A2 EP 3943685A2
Authority
EP
European Patent Office
Prior art keywords
vertical
elements
vertical tension
panels
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.)
Granted
Application number
EP21184729.8A
Other languages
German (de)
English (en)
Other versions
EP3943685B1 (fr
EP3943685A3 (fr
Inventor
Claus Girnghuber
Rudolf Wagner
Dietmar Müller
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Moeding Keramikfassaden GmbH
Original Assignee
Moeding Keramikfassaden GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Moeding Keramikfassaden GmbH filed Critical Moeding Keramikfassaden GmbH
Priority to EP22210544.7A priority Critical patent/EP4163455B1/fr
Publication of EP3943685A2 publication Critical patent/EP3943685A2/fr
Publication of EP3943685A3 publication Critical patent/EP3943685A3/fr
Application granted granted Critical
Publication of EP3943685B1 publication Critical patent/EP3943685B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E04F13/0821—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements
    • E04F13/0826—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements the additional fastening elements located in-between two adjacent covering elements engaging side grooves running along the whole length of the covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88—Curtain walls
    • E04B2/885—Curtain walls comprising a supporting structure for flush mounted glazing panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/142—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of ceramics or clays
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • 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
    • E04F13/0862—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 composed of a number of elements which are identical or not, e.g. carried by a common web, support plate or grid
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/01—Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0138—Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels perpendicular to the main plane
    • E04F2201/0146—Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels perpendicular to the main plane with snap action of the edge connectors

Definitions

  • the invention is based on a facade and/or wall construction for a building with the features of the preamble of claim 1.
  • Such facade and/or wall constructions comprise a supporting structure with panels accommodated therein.
  • the support structure has tensioned support cables.
  • the slabs are held in the supporting structure in a vertical plane by means of the tensioned supporting cables.
  • the supporting structure FR 669.554 is formed by vertical and horizontal steel cables that have connectors at crossing points.
  • the plates have longitudinal grooves on their vertical and horizontal outer edges, forming an overall circumferential outer groove in which the vertical and horizontal support cables engage.
  • the facade panels are supported at two opposite corners on the connecting bodies arranged at the crossing points of the steel cables.
  • the CN2010 80660 describes a glass facade construction in which glass panels are attached to brackets supported in a supporting structure.
  • the supporting structure consists of intersecting vertical and horizontal steel cables. Holders for the glass plates are attached to the steel cables. To attach the holders to the glass plates, the holders reach through the glass plates at the attachment points.
  • the CN 1048 18790 describes a facade decoration system with a support structure in which parallel, crossing steel cables are braced in a frame. Hooks are attached to the steel cables, on which tiles are held.
  • the DE 1 271 363 describes a facade panel system with a support structure with tensioned wire cables.
  • the wire ropes are exclusively vertically aligned, tensioned wire ropes.
  • These vertically aligned wire ropes are attached to separate support brackets directly on the building wall and hold the facade panels by running the vertical wire ropes in longitudinal grooves or in vertical cavities formed on the vertical sides of the facade panels.
  • the vertical suspension cables each hold several facade panels arranged one above the other, with the lower corner point and the upper corner point of the vertically tensioned wire cable each being fastened to an angle bracket.
  • the CN 107587684A describes a façade construction with a supporting structure that has vertically aligned steel cables as vertical supporting elements.
  • angle plates are parallel with a vertical distance from each other and are horizontal aligned and fastened with clamp connections.
  • the angle plates are equipped with T-hooks on their upper horizontal edge. They serve as panel holders for the facade panels.
  • the facade panels have receptacles on their upper and lower edges into which the T-hooks engage in order to hold the facade panels on the angle plates.
  • the facade panels are arranged in a vertical plane, which is offset parallel to the plane spanned by the vertical steel cables.
  • the DE 29 19 706 A1 describes a facade construction in which the facade panels are mounted on vertically aligned tensioned support cables.
  • the facade panels have clamping and locking elements on their rear side, through which the supporting cables pass.
  • the supporting structure is a flexible network of crossing, corrugated steel wires.
  • the corrugated steel wires interlock with their corrugations at the crossing points.
  • the plates have longitudinal grooves on two opposite edges, in which the steel wires of the supporting structure engage. A mortar connection of the wires running in the joints is provided to fix the panels.
  • the flexible support structure is designed in the form of a chain structure, which is formed from horizontally tensioned parallel support cables, with adjacent parallel support cables being connected to one another via connecting elements.
  • the parallel support cables pass through the core holes of the panels arranged in the support structure in such a way that the panels are held on the horizontal support cables like chain links, so that the panel system represents a kind of foldable curtain.
  • the object of the invention is to create a facade and/or wall construction of the type mentioned at the outset that ensures that the panels are held securely in the supporting structure and is easy to assemble and inexpensive to produce.
  • the support structure is designed as a stationary supported structure that has one or more stationary supported profile beams and/or a stationary wall.
  • the support structure has vertically oriented, tensioned tension elements - referred to below as vertical tension elements - which are mounted in bearing points which are mounted directly or indirectly on one or more of the stationary supported profile girders and/or on the stationary wall.
  • Bearing bodies preferably spherical bearing bodies, are mounted axially fixed on the vertical tension elements. These bearing bodies form bearings for the panels accommodated in the supporting structure.
  • the plates are preferably ceramic plates, preferably extruded plates.
  • the panels have holding elements which are anchored in the panels and are penetrated by at least one of the vertical tension elements.
  • the vertical tension elements are assigned to the panels in such a way that at least one of the vertical tension elements assigned to a panel reaches through two mounting elements of the panel, namely a first mounting element, which is arranged in a lower area of the panel, and a second mounting element, which is arranged in an upper area the plate is arranged.
  • bearing bodies applied to the vertical tension elements interact specifically with the support elements anchored in the plate, namely according to alternative (i) or according to alternative (ii).
  • Alternative (i) provides that the first holding element, which is arranged in the lower area of the plate, interacts with two bearing bodies arranged on the vertical tension element at a vertical distance from one another, in that this holding element rests on the lower of the two bearing bodies in a weight-supporting manner and from the upper of the two bearing bodies is overlapped in a locking manner, and that the second support element, which is arranged in the upper area of the plate, does not interact with any bearing body arranged on the vertical tension element.
  • Alternative (ii) provides that the second support element, which is arranged in the upper area of the plate, interacts with two bearing bodies arranged at a vertical distance from one another on the vertical traction element, in that this support element is on the lower of the two Bearing body rests on a weight support and is overlapped by the upper of the two bearing bodies in a locking manner, and that the first support element, which is arranged in the lower area of the plate, does not interact with any of the bearing bodies arranged on the vertical tension element.
  • the two bearing bodies arranged on the vertical tension element which are preferably arranged at a distance from one another, interact with the same retaining element, specifically according to alternative (i) with the retaining element arranged in the lower region of the plate, or according to alternative (ii) interact with the mounting element arranged on the upper area of the plate and with the respective other mounting element, through which the same associated vertical tension element passes, no interaction with bearing bodies mounted on the vertical tension element is provided, this results in simple assembly, which is independent of any manufacturing tolerances the height dimension of the panels can be easily carried out.
  • the panel has two mounting elements in a lower area of the panel and two mounting elements in an upper area of the panel, preferably one mounting element is arranged in each of four corner areas of the panel.
  • This can preferably be implemented with quadrangular panels, in particular with panels that are rectangular in plan.
  • the bearing body is designed as a spherical body.
  • the bearing bodies can also have a different shape. Designs are preferred in which the respective bearing surfaces of the bearing bodies, which interact directly with the mounting element, are designed such that bearing bodies and mounting elements can be brought into their operative position, ie into their storage position, simply and safely during assembly.
  • the holding element is arranged in a horizontal receiving space formed in the plate, wherein the section of the holding element that faces the inside of the plate is anchored to an anchor arranged in the receiving space or to the wall of the receiving space and the holding element has a tension element engagement section, preferably designed as a through opening, on its outward-facing end, which is attached to the associated vertical tension element attacks, is preferably penetrated by this.
  • the holding element is preferably designed as an elongate element that can be easily and securely inserted into the horizontal receiving space during assembly.
  • the holding element is advantageously designed as a profile element, preferably as a U-profile element.
  • the profile element can engage in the horizontal receiving space with its two U-legs and in the region of its connecting web between the U-legs can have a tension element engagement section, preferably designed as a reach-through opening for the vertical tension element.
  • the U-profile element has two U-legs of identical length and identical width, which are rectangular in plan. Provision can advantageously be made for the U-profile element to have an essentially cuboid configuration from the outside with a cross section that complementarily corresponds to the clear cross section of the receiving space, the receiving space being designed as a U-shaped receiving groove or as a receiving channel closed on the circumference around its longitudinal axis is.
  • the profile element preferably also designed as a U-profile element, can also have an L-shaped configuration instead of a cuboid configuration.
  • only one leg of the L is advantageously used in the horizontal receiving space and the other vertical leg of the L can engage in a vertical receiving groove or a vertical through-channel of the plate.
  • the anchor is arranged in the horizontal receiving space and its opposite ends interact with two holding elements, the first of the opposite ends of the anchor acting to anchor a portion of the support member, the support member engaging the first vertical tension member in its tension member engagement portion, and the second of the opposite ends of the anchor acting to anchor the support member, the support member engaging the second vertical tension member in its tension member engagement portion.
  • the anchor has at least one anchoring end, which interacts with a first section of the mounting element to form a form-fitting and/or force-fitting connection and/or resilient snap-in connection.
  • the anchoring end of the anchor prefferably has a spring section and for the first section of the holding element to have at least one projection and/or at least one depression into which the spring section of the anchoring end engages; or vice versa, namely that the anchoring end of the anchor has at least one projection and/or at least one indentation and the first section of the mounting element has a spring section which engages in the at least one projection and/or the at least one indentation.
  • the anchor is designed as a double-T profile, which has a connecting web with two transverse webs at the ends of the connecting web, the spring section being formed on the connecting web or the at least one projection and/or the at least a recess is or are formed on the connecting web, that the mounting element has two U-legs in the region of the first section, on the sides of which face away from one another or on the sides of which face one another the at least one projection and/or the at least one depression or the spring section is formed, and that the anchoring end of the anchor interacts with the U-legs of the mounting element in that the connecting web of the double-T profile of the anchor engages between the U-legs of the mounting element and the spring section interacts with the at least one projection and/or the at least one depression.
  • Another solution is an object that has the features of the preamble of claims 1 and 5 and, in addition or as an alternative to the features of the characterizing part of claims 1 and 5, provides that the vertical tension elements span a vertical plane that is parallel to the stationary wall of the supporting structure is formed, several spacers being arranged between the stationary wall and the plane spanned by the vertical tension elements, which are each anchored with their end facing the stationary wall in the stationary wall and with their end facing the plane spanned by the vertical tension elements on one of the vertical tension elements attack.
  • the spacers are evenly distributed in a grid arrangement across the wall, for example at a spacing corresponding to the length dimension of the panels.
  • a grid dimension of 1 m is preferred.
  • the grid dimension is preferably approximately the same in the horizontal direction and in the vertical direction.
  • the spacers ensure that vibrations perpendicular to the wall are prevented or reduced and the vertical tension elements run evenly parallel to one another.
  • dowel-screw connections with the fixed wall can preferably be provided. What the connection of the spacers with their end facing the vertical tension elements, it is advantageous if it is provided that the end of the spacer engaging on the vertical tension element has a receptacle through which the vertical tension element reaches, preferably as a groove engaging behind the vertical tension element or behind-gripping hook formed.
  • the spacers can be arranged in such a way that they each engage between adjacent panels, preferably in each case in the corner area.
  • the spacers it is also possible for the spacers to be arranged in a concealed manner behind the plates.
  • the end of the spacer engaging on the vertical tension element engages in an area between two vertically adjacent panels on the associated vertical tension element or engages in an opening formed on a rear side of the panel on which engages the associated vertical tension element passing through the plate.
  • the vertical tension elements are designed as taut support cables, preferably steel cables or as taut tension rods or the like.
  • two vertical tension elements are assigned to the plate, with the first of the vertical tension elements reaching through the left-hand lateral edge area of the plate and the second of the vertical tension elements reaching through the right-hand lateral edge area of the plate, and that on the first vertical tension element and at least one on the second vertical tension element Tension element attack portion attacks one or more of the anchored in the plate support elements.
  • the support structure has exclusively vertically aligned tension elements, preferably vertically aligned support cables.
  • vertically aligned tension elements preferably vertically aligned support cables.
  • horizontally aligned tension elements preferably horizontally aligned suspension cables
  • the panels in the area of their vertical side edges or in the area of at least one of their vertical side edges each have a longitudinal groove open towards the end face of the relevant side edge or a through-channel running parallel thereto, which extends upwards and is open at the bottom and is penetrated by one of the vertically aligned tension elements of the supporting structure, so that the vertically aligned Tension element secures the plate against swinging out of the vertical plane of the plate.
  • the supporting structure 2 is in Figure 1a only shown as an example.
  • the support structure is made up of vertical support profiles 2v and horizontal support profiles 2h.
  • the support profiles form a rectangular frame construction in which the support profiles are connected to each other at the corners.
  • the supporting structure 2 is intended for stationary installation, for example in front of a building wall outside or inside a building.
  • the supporting structure 2 can do this on the bottom side in the area of the lower horizontal support profile 2h or mounted on the ceiling in the area of the upper horizontal support profile 2h supported in fixed bearings, not shown.
  • the support structure 2 can also be mounted in a correspondingly stationary manner in the area of its left and right vertical support profiles 2v, for example on adjacent building walls.
  • Tensioned suspension cables 3 are arranged in the supporting structure 2 in each case. In the exemplary embodiments illustrated in the figures, there are only vertically aligned supporting cables 3 and no crossing horizontal supporting cables.
  • the suspension cables 3 are each fixed with their upper and lower ends in mounting bearings in the upper and lower horizontal support profiles 3h.
  • the exemplary embodiments shown in the figures are facade or wall constructions in which large-format panels 1 are mounted in a supporting structure 2 .
  • the plates 1 are preferably ceramic plates. In the cases shown, the plates 1 each have a rectangular outline and are produced using an extrusion process. Their dimensions are preferably more than 200 mm horizontal length and more than 100 mm vertical height. Significantly larger dimensions of the plates are conceivable.
  • the supporting structure is usually storey high.
  • the plates 1 are mounted on the supporting cables 3.
  • bearing bodies 4 are fixed axially to the vertical carrying cables, on which the plates 1 rest, and / or are locked by the plates 1 in the supporting structure against pivoting out of the vertical plane.
  • the plates 1 mounted in the supporting structure are arranged in alignment with one another in a common vertical plane.
  • the common vertical plane is spanned by the suspension cables 3.
  • the plates 1, which are mounted on the supporting cables 3, are held by the bearing body 4 and by the supporting cables themselves in this plane, ie locked against pivoting out of this plane, which will be explained in more detail below.
  • the bearing bodies 4 are each designed as spherical bodies. They are fixed axially to the vertical support cables 3, for example by welding the bearing body to the support cables.
  • the panels 1 each have an open longitudinal groove 1vn on their left side edge and on their right side edge, which extends along the vertical side edge of the panel over the entire vertical extent of the panel or the side edge.
  • These vertical longitudinal grooves 1vn have a substantially U-shaped cross section.
  • the left longitudinal groove is open to the left and the right longitudinal groove to the right end face.
  • the longitudinal grooves 1vn are also open at the ends of their length, i.e. at the top and bottom.
  • the vertical support cables 3 engage in the vertical longitudinal grooves 1vn by extending in the longitudinal direction in the longitudinal groove and reaching through upwards and downwards.
  • the applied to the vertical support cables 3 bearing body 4 support the panels from all four corners.
  • the weight-supporting mounting takes place primarily via the lower bearing body 4 .
  • the plates are each weight-supporting on a left-hand lower bearing body 4 attached to the left carrying cable 3 .
  • the plates In the area of its lower right corner is stored Plate on a applied to the right supporting cable 3 right lower bearing body 4 weight-supporting.
  • upper bearing bodies 4 engage, namely an upper left bearing body 4 attached to the left supporting cable 3 acts on the upper left corner, and a right upper bearing body 4 attached to the right supporting cable 3 attacks in the area of the upper right corner.
  • These upper bearing bodies 4 are primarily used to lock the plate in its vertical alignment in the common vertical plane against pivoting out of this plane.
  • the lower bearing body 4 and the upper bearing body 4 are designed identically, i.e. each as a spherical body.
  • the panels 1 do not interact directly with the bearing bodies 4, i.e. the panels 1 do not lie directly on the lower and upper support bodies, but rather on mounting elements 5, which are supported in the panels 1.
  • the mounting elements 5 in the embodiments of Figures 1b to 1d are designed as L-angle elements, which are each arranged inserted in the corner areas of the panels 1 .
  • the horizontal longitudinal grooves 1hn are also U-shaped in cross section and open at the ends of their longitudinal extension.
  • the support elements 5 In the mounting elements 5 in the embodiment of Figures 1b to 1d As already mentioned, these are L-angle elements. They are designed as special U-profiles.
  • the special feature of the special U-profile is that the U-legs 5u in a first longitudinal section 51 of the U-profile are longer than the U-legs 5u in a second longitudinal section 52 of the U-profile adjoining the first longitudinal section 51 .
  • the U-legs 5u have the length L1 in the first longitudinal section 51 .
  • the U-legs 5u in the second longitudinal section have the length L2.
  • the length L1 is greater than the length L2, specifically the length L1 is approximately three times the length L2.
  • the longitudinal extent U1 of the first longitudinal section 51 is shorter than the longitudinal extent of the second longitudinal section 52.
  • the support element 5 designed in this way is symmetrical to the longitudinal center plane, which runs parallel to the extension of the U-legs between the U-legs 5u. This makes it possible to arrange the mounting element 5 inserted in all four corner areas in the panels.
  • the support element 5 is placed in the plate used by the formed by the long U-legs 5u, the first L-leg 5s is inserted into the upper horizontal longitudinal groove 1hn, with the formation of a clamping connection with the inner sides of the longitudinal groove.
  • the second L-leg 5s formed by the horizontal U-leg 5u is inserted into the vertical longitudinal groove 1vn on the left or on the right side edge of the plate 1.
  • the free ends of the short U-legs stand on the bottom of the vertical longitudinal groove 1vn, forming a receiving space for the vertical support cable 3 that passes through the vertical longitudinal groove 1vn.
  • the receiving space for the support cable 3 is formed by the bottom of the longitudinal groove 1vn and by the Space between the short U-leg 5u engaging in the longitudinal groove and the bottom of the U-profile.
  • the mounting elements 5 used in the corner areas of the slab 1 thus ensure a stable arrangement of the vertical support cables 3, which pass through the left and right longitudinal groove 1vn of the slab on the supporting ropes 3 applied bearing bodies 4 rest weight-supporting.
  • the mounting elements 5 arranged in the upper left and right corner areas are in contact with the upper bearing bodies 4 attached to the support cables.
  • the bearing bodies 4 rest on the mounting elements 5 used in the upper corner areas and thus lock the plates in their position against swinging out the common vertical plane in which the panels are aligned in the supporting structure.
  • FIG. 2a to 2c it is a compared to the embodiment of Figures 1a to 1d modified embodiment.
  • the modification is that in which embodiment of Figures 2a to 2c the L-angle-shaped support element 5 cooperates with a separate anchor 6.
  • the anchor 6 is designed as a double-T profile, which is arranged in the horizontal receiving groove 1hn and interacts with the horizontal leg of the L of the holding element 5 .
  • the interaction is that in the Figures 2a to 2c illustrated right end of the anchor 6 interacts with the right-hand holding element 5 .
  • the anchor 6 interacts with the left-hand holding element 5, which is arranged in the left-hand corner of the plate.
  • the interaction of the right-hand end of the anchor 6 with the right-hand support element is analogous to the interaction of the left-hand end of the anchor 6 with the left-hand support element.
  • the support member 5 is opposite the support member 5 in the embodiment of Figures 1a to 1d modified in such a way that the long U-legs, which are arranged engagingly in the horizontal receiving groove 1hn of the plate, each have a row of parallel sawtooth teeth on their outside.
  • the parallel teeth each extend transversely to the longitudinal extent of the longitudinal groove 2hn.
  • the armature 6 has at its illustrated right armature end and in the same way at its left armature end (not illustrated) a leaf spring device which has leaf springs with angled end edges which engage in the row of saw teeth on the outside of the two U-legs of the mounting element 5, specifically in Type of undercut attacking the steep tooth flank of the respective tooth.
  • the double-T profile has a connecting leg, at the ends of which a transverse T-leg is formed.
  • the double T profile is arranged in the horizontal longitudinal groove 1hn in such a way that the connecting web is directed vertically and the transverse webs in the horizontal plane, ie parallel to the bottom of the horizontal longitudinal groove 1hn, which is U-shaped in cross section.
  • the double-T profile is arranged with its vertically running connecting web between the U-legs of the mounting element 5 engaging.
  • the spring means 6f consists of two leaf springs forming a Y configuration.
  • the Y-legs are fixed with their base section by a common fastening device on the double-T profile in the area of the vertically directed connecting leg.
  • the two Y-legs are arranged between the lower and the upper crosspiece, namely one Y-leg on the left side of the connecting bridge and the other Y-leg on the right side of the connecting bridge.
  • the left Y-leg cooperates with its beveled free end with the row of saw teeth on the outside of the left U-leg of the holding element 5 .
  • the right-hand Y-leg interacts with its free bent end with the row of saw teeth on the outside of the left-hand U-leg of the holding element 5 .
  • the left anchor end interacts in the same way with the U-legs of the associated left mounting element 5, ie the anchor is with its right anchor end with the right mounting element 5 and with its left anchor end with the left mounting element 5 anchored.
  • the two holding elements 5 are thus clamped together via the anchor 6 . Due to this tensioning of the two mounting elements 5, the associated vertical suspension cables 3, which reach through the vertical longitudinal grooves 1vn on the right and left edge of the plate, are tensioned with one another, since the right-hand vertical suspension cable reaches through the receiving space between the U-legs of the vertical L-leg of the is formed on the right holding element 5 and the left vertical carrying cable reaches through the receiving space, which is formed by the U-legs of the vertical L-legs of the left mounting element 5.
  • the two mounting elements 5 arranged at the lower corners of the plate namely the lower right mounting element 5 and the lower left mounting element 5, are clamped together in the same way as the two upper mounting elements 5 via an anchor 6 accommodated in the lower horizontal receiving groove 1hn and clamp accordingly in this lower horizontal area the two vertical suspension cables.
  • the embodiment in Figure 3a differs from the embodiment in FIG figure 2 in that the holding element 5 is not designed as an L-angle element, which is accommodated with a vertical leg of the L in the vertical receiving groove 1vn of the plate 1 and with a horizontal leg of the L in the horizontal receiving groove 1hn of the plate 1.
  • the support member 5 in Figure 3a is designed in contrast to this as a U-profile element 5 with two U-legs of equal length. The two legs also have identical constant width.
  • the U-profile element 5 thus has a cuboid configuration from the outside.
  • the U-profile element 5 is accommodated with its two U-legs in the horizontal receiving groove 1hn, with the connecting web of the two U-legs facing outwards being arranged in the corner area of the plate 1, in which the horizontal receiving groove 1hn opens into the vertical receiving groove 1vn .
  • the anchoring of the U-profile element 5 in the horizontal receiving groove 1hn is the same as in FIG figure 2 educated.
  • an armature 6 is arranged in the horizontal receiving groove 1hn, which is identical is designed like the anchor 6 in figure 2 .
  • the anchor 6 is the same as in figure 2 designed with a double-T profile.
  • the U-profile element 5 is plugged into the double-T profile as a complement.
  • the two U-legs of the U-profile element 5 each have a row of saw teeth on their outside, which is designed in the same way as the row of saw teeth in figure 2 used support element 5.
  • the rows of saw teeth formed on the two outer sides of the U-legs act in the same way as in figure 2 with the leaf spring device 6f of the armature 6 together.
  • FIG. 3a shows the right-hand area of the plate 1.
  • the U-profile element 5 is mounted in the lower horizontal receiving groove 1hn, as described above.
  • Another U-profile element 5 is mounted in the upper horizontal receiving groove 1hn in the upper right-hand corner.
  • a vertical carrying cable is arranged, which extends through the upper and the lower U-profile element 5 by passing through the in the upper U-profile element 5 and in the lower U-profile element 5 trained passage space passes through.
  • On the vertical suspension cable 3 are the same as in the embodiment in figure 2 spherical bearing body 4 applied axially fixed.
  • the arrangement of the bearing body 4 on the suspension cable 3 is opposite figure 2 modified as follows: On the suspension cable 3 in Figure 3a two bearing bodies 4 are arranged, which are assigned to the lower right corner region of the plate. Bearing body 4, which are assigned to the upper right corner, are not present on the suspension cable 3. In the embodiment in figure 2 in contrast to this, only one spherical bearing body 4 is arranged on the carrying cable for the right edge area of the plate, which is assigned to the lower right corner area of the plate and only one spherical bearing body 4 associated with the top right corner portion of the panel.
  • the lower bearing body 4 serves to support the weight of the plate 1.
  • the U-profile element 5 inserted in the lower horizontal receiving groove 1hn rests on the lower bearing body 4.
  • the upper spherical bearing body 4 in Figure 3a serves to lock the plate 1 in the assembled position.
  • the spherical bearing body rests on the profile element inserted in the lower horizontal receiving groove or is arranged with play, ie at a small distance above the U-profile element 5 .
  • No bearing bodies 4 are assigned to the upper corner area of the plate on the carrying cable 3 .
  • the arrangement of the bearing body 4 in Figure 3a differs from the arrangement in figure 2 so in that in figure 2 the lower mounting element 5 and the upper mounting element 5 each interact with a bearing body 4 and, on the other hand, in Figure 3a only the lower mounting element, ie the U-profile element 5 inserted in the lower horizontal receiving groove 1hn interacts with two spherical bearing bodies 4 and the upper U-profile element 5 inserted in the upper horizontal receiving groove 2hn does not interact with any spherical bearing body 4.
  • the left edge area of the plate which is Figure 3a is not shown.
  • the left carrying cable 3 arranged in the vertical receiving groove 1vn which is correspondingly provided with spherical bearing bodies 4, acts in the same way with the U-profile elements 5 mounted as support elements in the lower left corner area and in the upper left corner area.
  • the embodiment in Figure 3b is compared to the embodiment in FIG Figure 3a modified. It differs from Figure 3a only in that in the embodiment in Figure 3b the upper horizontal accommodating groove 1hn is closed upward and the lower horizontal accommodating groove 1hn is closed downward. They thus form around the longitudinal axis of the receiving groove circumferentially closed receiving channels which are only open at their right and left ends. This means that the plates 1 are each closed at their upper and lower edge and thus no water or dirt can penetrate there.
  • the mounting elements 5 are designed differently from the design described above.
  • the mounting elements 5 in the Figures 3a to 3b are designed as elongate, bow-shaped elements which extend axially, ie slightly bent, essentially in an axial direction.
  • In the upper horizontal longitudinal groove 1hn of the plate 1 are in the Figures 3a to 3b two such mounting elements 5 are used in such a way that the main longitudinal section of the mounting element 5 is arranged in the left-hand section of the horizontal longitudinal groove, extending longitudinally, and that the free end of the mounting element 5 protrudes into the left-hand vertical longitudinal groove and there by means of a at the left-hand end of the support element 50, the vertical support cable 3 passing through the longitudinal groove behind.
  • the right-hand holding element 5 is arranged in the right-hand section corresponding to the upper horizontal longitudinal groove 1hn and engages with its right-hand free end in the right-hand vertical longitudinal groove.
  • the hook-shaped free end on the right engages with the carrying cable 3 that is guided through in the right vertical longitudinal groove.
  • two such holding elements 5 are arranged in the lower horizontal longitudinal groove 1hn.
  • the left-hand holding element is arranged with its main longitudinal section in the left-hand half of the lower horizontal longitudinal groove 1hn and engages with its left-hand free end in the left-hand vertical longitudinal groove, with the left-hand hook-shaped free end acting on the vertical suspension cable 3 guided there.
  • the right-hand holding element 5 rests in the right-hand half of the lower horizontal longitudinal groove 1hn and engages with its right-hand free hook-shaped end on the vertical carrying cable, which passes through the right-hand vertical longitudinal groove.
  • the anchoring of the mounting elements 5 in the plate 1 is effected by the arched shape of the main longitudinal section of the mounting element 5 via an elastic clamping connection with the inner wall of the horizontal longitudinal groove.
  • the arc shape is designed in such a way that the main longitudinal section of the holding element 5 can only be inserted into the horizontal longitudinal groove with elastic deformation and the elastic clamping connection with the inner wall of the longitudinal groove is formed there.
  • the free ends of the holding elements 5 acting on the vertical support cables 3 interact with the bearing bodies 4 mounted on the support cables.
  • the free end which engages on the associated vertical supporting cable 3, rests on the supporting cable applied bearing body, so that the weight forces of the plate 1 are introduced onto this lower bearing body 4.
  • the free end which acts on the associated vertical support cable 3, rests against the underside of the bearing body 4 mounted on the support cable 3, so that the bearing body 4 controls the arrangement of the vertical longitudinal groove through-reaching support ropes 3 and thus the position of the plate is stabilized and locked.
  • Modified mounting elements 5 shows Figure 5a for a versus the Figures 3a to 3b modified embodiment.
  • the modified embodiment of the Figure 5a is in contrast to the support elements in the Figures 3a to 3b only one support element 5 is arranged in the upper horizontal longitudinal groove and one support element 5 in the lower horizontal longitudinal groove.
  • the axial length of the holding element 5 corresponds to the entire longitudinal extension of the plate 1 and thus to the entire longitudinal extension of the horizontal longitudinal groove in which the holding element 5 is accommodated.
  • its left-hand free end engages in the left-hand vertical longitudinal groove 1vn and engages there on the left-hand suspension cable 3 guided through this vertical longitudinal groove.
  • the anchoring of the holding element 5 in the longitudinal groove is effected by the arched shape of the main longitudinal section of the holding element formed between the free ends.
  • the anchoring thus takes place in a corresponding manner as in the case of the retaining elements described above, also by means of an elastic clamping connection in the longitudinal groove inserted arcuate main portion of the support member.
  • the distance between the horizontally adjacent panels is determined by the minimum distance. If bearing elements 4 are used that are axially fixed on the support cables 3 and on which the plates rest, this minimum distance is determined by the diameter of a bearing body 4, or the minimum distance is determined by the minimum mounting depth at which the vertical support cables are in the vertical longitudinal groove 1vn must be included in order to ensure stable mounting of the panels in the vertical plane spanned by the vertical support cables.
  • the panels 1 are mounted in front of a stationary wall W in a stationary support structure, not shown in detail.
  • spacers 7 are mounted in the support structure between the wall W and the vertical support cables 3, distributed evenly over the wall W, in order to keep the vertical support cables 3, which span a vertical plane, at a fixed distance from the wall W.
  • One of the spacers 7 is in figure 7 shown.
  • the assembly of the plates on the vertical suspension cables is in figure 7 carried out in the manner as in the embodiment of FIG Figure 3a and 3b . in figure 7
  • the arrangement and the interaction of the vertical support cables 3 provided with the bearing bodies 4 with the U-profile elements 5 mounted in the upper and lower corner area for the left edge area of the panel 1 can be seen.
  • the structural design and the mounting position of the spacer 7 is off figure 7 recognizable.
  • the spacer is connected to its wall W facing end anchored in the wall W, preferably by a dowel-screw connection.
  • the end of the spacer 7 facing the plane spanned by the support cables 3 acts on the vertical support cable 3 shown, specifically in a region which is formed between two vertically adjacent plates 1 arranged one above the other.
  • the spacer 7 has a head in which a vertically aligned receiving groove is formed on the side, through which the vertical carrying cable 3 passes.
  • the receiving groove forms an undercut, so that the vertical suspension cable 3 is held at a fixed distance from the fixed wall W, gripped behind.
  • the spacers 7 are preferably distributed evenly over the wall W in a grid. They ensure that the plane spanned by the vertical suspension cables 3 remains at a fixed distance from the wall W and cannot oscillate perpendicularly to the wall.
  • ceramic plates 1 are used, which are produced using the extrusion process.
  • the course of the upper and lower horizontal peripheral receiving spaces or grooves 1hn and the further horizontal longitudinal channels in the plate represents the direction of extrusion.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Dispersion Chemistry (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP21184729.8A 2020-07-10 2021-07-09 Construction de façade et/ou de mur avec structure porteuse en éléments de tension Active EP3943685B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP22210544.7A EP4163455B1 (fr) 2020-07-10 2021-07-09 Construction de façade et/ou de mur avec des éléments de tension

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102020118317.8A DE102020118317B4 (de) 2020-07-10 2020-07-10 Fassaden- und/oder Wandkonstruktion

Related Child Applications (2)

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EP22210544.7A Division EP4163455B1 (fr) 2020-07-10 2021-07-09 Construction de façade et/ou de mur avec des éléments de tension
EP22210544.7A Division-Into EP4163455B1 (fr) 2020-07-10 2021-07-09 Construction de façade et/ou de mur avec des éléments de tension

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EP3943685A2 true EP3943685A2 (fr) 2022-01-26
EP3943685A3 EP3943685A3 (fr) 2022-05-18
EP3943685B1 EP3943685B1 (fr) 2024-02-28

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EP21184729.8A Active EP3943685B1 (fr) 2020-07-10 2021-07-09 Construction de façade et/ou de mur avec structure porteuse en éléments de tension

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* Cited by examiner, † Cited by third party
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DE102018126799B4 (de) * 2018-10-26 2020-06-04 Sbp Gmbh Seilnetzfassade mit Seilen aus Faserverbundwerkstoff
WO2023147614A1 (fr) * 2022-02-02 2023-08-10 Arnold Peter Système d'installation et de fixation de panneaux ou de disques sur une surface sous-jacente

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DE1271363B (de) 1962-01-26 1968-06-27 John Roeschinger Aussenwandverkleidung aus plattenfoermigen, an Zugelementen aufgereihten Verkleidungselementen
DE2919706A1 (de) 1979-05-16 1980-11-20 Schulze Herbert Dietrich Gmbh Vorhangfassade
CN201080660Y (zh) 2007-08-20 2008-07-02 北京江河幕墙股份有限公司 单层双向双索幕墙支撑结构
EP2497861A1 (fr) 2009-11-03 2012-09-12 Flexbrick, S.L. Plaque de briques souple, pliable et enroulable et procédé de palettisation de celle-ci
EP2154302B1 (fr) 2007-05-10 2014-08-20 Flexbrick, S.L. Feuille flexible de briques pour la construction d'éléments architecturaux, et procédé pour la fabrication de ladite feuille
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EP2707560B1 (fr) 2011-05-12 2017-06-21 Tejidos Metálicos Estruch, S. L. Plaque de brique souple avec treillis et procédé pour fabriquer un treillis pour ladite plaque souple
CN107587684A (zh) 2017-10-25 2018-01-16 温岭市普利建材科技有限公司 建筑物外墙面装饰装置

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FR669554A (fr) 1929-02-13 1929-11-18 Darras Et Jouanin Ets Revêtement pour silo ou autres applications similaires
DE1271363B (de) 1962-01-26 1968-06-27 John Roeschinger Aussenwandverkleidung aus plattenfoermigen, an Zugelementen aufgereihten Verkleidungselementen
DE2919706A1 (de) 1979-05-16 1980-11-20 Schulze Herbert Dietrich Gmbh Vorhangfassade
EP2154302B1 (fr) 2007-05-10 2014-08-20 Flexbrick, S.L. Feuille flexible de briques pour la construction d'éléments architecturaux, et procédé pour la fabrication de ladite feuille
CN201080660Y (zh) 2007-08-20 2008-07-02 北京江河幕墙股份有限公司 单层双向双索幕墙支撑结构
EP2497861A1 (fr) 2009-11-03 2012-09-12 Flexbrick, S.L. Plaque de briques souple, pliable et enroulable et procédé de palettisation de celle-ci
EP2707560B1 (fr) 2011-05-12 2017-06-21 Tejidos Metálicos Estruch, S. L. Plaque de brique souple avec treillis et procédé pour fabriquer un treillis pour ladite plaque souple
CN104818790A (zh) 2015-05-27 2015-08-05 浙江省一建建设集团有限公司 仿古建筑中悬挂瓦片式外立面装饰幕墙及其施工工艺
CN107587684A (zh) 2017-10-25 2018-01-16 温岭市普利建材科技有限公司 建筑物外墙面装饰装置

Also Published As

Publication number Publication date
US11459771B2 (en) 2022-10-04
EP4163455A1 (fr) 2023-04-12
DE102020118317B4 (de) 2022-03-17
DE102020118317A1 (de) 2022-01-13
EP3943685B1 (fr) 2024-02-28
EP3943685A3 (fr) 2022-05-18
US20220010560A1 (en) 2022-01-13
EP4163455B1 (fr) 2023-12-27

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