WO2020144334A1 - Structure de façade et/ou de paroi - Google Patents

Structure de façade et/ou de paroi Download PDF

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Publication number
WO2020144334A1
WO2020144334A1 PCT/EP2020/050552 EP2020050552W WO2020144334A1 WO 2020144334 A1 WO2020144334 A1 WO 2020144334A1 EP 2020050552 W EP2020050552 W EP 2020050552W WO 2020144334 A1 WO2020144334 A1 WO 2020144334A1
Authority
WO
WIPO (PCT)
Prior art keywords
plate
wall construction
construction according
facade
tension
Prior art date
Application number
PCT/EP2020/050552
Other languages
German (de)
English (en)
Inventor
Claus Girnghuber
Rudolf Wagner
Dietmar Müller
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
Priority claimed from DE102019100486.1A external-priority patent/DE102019100486A1/de
Priority claimed from DE102019100498.5A external-priority patent/DE102019100498A1/de
Application filed by Moeding Keramikfassaden Gmbh filed Critical Moeding Keramikfassaden Gmbh
Priority to EP20700975.4A priority Critical patent/EP3908716A1/fr
Priority to US17/422,016 priority patent/US20220098873A1/en
Publication of WO2020144334A1 publication Critical patent/WO2020144334A1/fr

Links

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
    • E04F13/0862—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
    • 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
    • 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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • 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
    • E04B2/90—Curtain walls comprising panels directly attached to the structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/14—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass
    • E04F13/142—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements stone or stone-like materials, e.g. ceramics concrete; of glass or with an outer layer of stone or stone-like materials or glass with an outer layer of ceramics or clays
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2203/00—Specially structured or shaped covering, lining or flooring elements not otherwise provided for
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2203/00—Specially structured or shaped covering, lining or flooring elements not otherwise provided for
    • E04F2203/04—Specially structured or shaped covering, lining or flooring elements not otherwise provided for comprising a plurality of internal elongated cavities arranged in substantially parallel rows

Definitions

  • the invention relates to a facade and / or wall construction for a building with the features of the preamble of claim 1.
  • Such facade and / or wall structures include one
  • Supporting structure with panels included in it.
  • the supporting structure has tensioned suspension cables.
  • the plates are held in a vertical plane in the supporting structure using the tensioned supporting cables.
  • the supporting structure of the FR 669.554 is formed by vertical and horizontal steel cables, which have connectors at crossing points.
  • the plates have longitudinal grooves on their vertical and horizontal outer edges
  • CN 2010 80660 describes a glass facade construction, whereby
  • Glass plates are attached to brackets supported in a support structure.
  • the support structure is made up of intersecting vertical and horizontal steel cables. Holders of the glass plates are attached to the steel cables. To fasten the holders to the glass plates, the holders reach through the glass plates in the fastening points.
  • 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.
  • DE 1 2071 363 describes a facade panel system with a
  • wire ropes are exclusively vertically aligned, tensioned wire ropes. These vertically aligned wire ropes are attached directly to the building wall at separate support brackets and hold the facade panels by placing the vertical wire ropes in on the vertical sides of the facade panels
  • the vertical suspension cables each hold a plurality of facade panels arranged one above the other, the lower corner point and the upper corner point of the vertically tensioned wire rope each being fastened to an angle bracket.
  • EP 2 154 302 B1 and EP 2 707 560 B1 and in EP 2 497 861 A1 plate systems with a flexible supporting structure are described.
  • the supporting structure is a flexible network made of intersecting, corrugated steel wires.
  • the corrugated steel wires interlock with their waves at the crossing points.
  • the panels have longitudinal grooves on each of two opposite edges, in which the steel wires of the supporting structure engage. To fix the plates is a
  • the flexible support structure is designed in the manner of a chain frame, 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 core holes of the plates arranged in the support structure in such a way that the plates are held in the manner of chain links on the horizontal support cables, so that the plate system represents a kind of foldable curtain.
  • the invention has for its object a facade and / or
  • the subject matter of claim 1 is a facade and / or wall construction for a building.
  • the construction comprises a supporting structure in which plates are accommodated aligned in each case in the vertical plane.
  • the plates are preferably large format plates, preferably made of ceramic material.
  • the plates are particularly advantageously produced by the extrusion process. It is essential that the support structure has tensioned tension elements.
  • the load-bearing tensioned tension elements can be designed as tensioned suspension cables, in particular as tensioned steel cables or as tensioned tension rods or as tensioned chains or as similar elongated tension elements.
  • the supporting structure is preferably a stationary support
  • Construction preferably from profile beams, for example on a
  • Building wall are stored outside or inside stationary.
  • the tension elements are mounted in bearing points on the support profiles.
  • the supporting structure can also be formed directly through the building wall. In this case, the tension elements are mounted directly on the building wall at storage points.
  • the support structure can preferably be designed as a frame-like construction, specifically formed from the profile supports, which are preferably at the corner points
  • the supporting structure can be supported on the floor or ceiling side in stationary bearings or alternatively or additionally also on the side on corresponding stationary bearings, for example on corresponding laterally adjacent building walls or other fixed supports.
  • the tensioned tension elements have bearing bodies which are fastened on the tensioned tension elements.
  • the bearing bodies serve to support the plates accommodated in the supporting structure. It is provided that several or at least one of the plates accommodated in the supporting structure is supported directly or indirectly on the bearing bodies with a weight-supporting support or is held locked by means of the bearing bodies. In this context it is essential that at least some of the bearing bodies are only vertical in the
  • Supporting structure aligned tensile elements are axially fixed.
  • the first and / or alternative that the plates rest directly or indirectly on the bearing bodies with a weight-supporting support means that the weight forces of the plate are introduced via the bearing bodies into the vertically oriented tension elements on which the bearing bodies are axially fixed.
  • Supporting structure aligned tensile elements are axially fixed, act on the plates so that the plates in their position in the
  • Support structure are held on the tension elements and so the plates do not swing out of their orientation in their arrangement plane, preferably vertical plane, or even fall out.
  • the bearing bodies ensure stable positioning of the plates in the supporting structure.
  • Bearing bodies are axially fixed only on tension elements aligned vertically in the supporting structure, this ensures that designs with a particularly simple structure are possible, i.e. Versions with only vertically tensioned tension elements in the supporting structure. No horizontally tensioned crossing tension elements are required to accommodate the bearing bodies. With the support of the plates on bearing bodies that are only oriented vertically in the supporting structure
  • Tension elements are fixed axially, a particularly advantageous assembly is possible by the plates on the vertical tension elements of the
  • the supporting structure is supported under support on the bearing bodies applied thereon, so that the plates rest on the bearing bodies under a weight-supporting support and / or are locked by means of the bearing bodies.
  • the bearing body can be designed as a spherical body.
  • the bearing bodies can be designed as solid bodies or hollow bodies.
  • the bearing bodies are made of a metallic material.
  • bearing bodies are assigned to the plates. In principle, however, designs are also possible in which only one of the bearing bodies is assigned to the plates.
  • Embodiments suggest that several or at least one of the plates rest or rest on one or more of the bearing bodies in the region of its lower edge.
  • the plates or the plate rest or rest on a left lower bearing body in the region of a lower left corner region of the plate and on a lower right bearing body in the region of a lower right corner region of the plate.
  • preferred embodiments provide that several or at least one of the plates are or are held locked in the region of their upper edge by means of one or more of the bearing bodies.
  • the plates or the plate are held locked in the area of a left upper corner area of the plate by a left upper bearing body, and are locked in the area of an upper right corner area of the plate by means of a right upper bearing body be held, or will be.
  • the bearing body and the plates can be different from each other
  • the interaction can take place directly or indirectly.
  • the function of the interaction can be primarily in the sense of a weight support of the plate but primarily in the sense of a
  • Designs can advantageously provide that several or at least one of the plates has or has a support formed on the plate and the associated bearing body each has a weight-supporting bearing formed on the bearing body, and that the bearing formed on the plate and the weight-supporting formed on the bearing body Support immediately or via an intermediate one
  • Designs can advantageously provide that several or at least one of the plates has a support formed on the plate have or has and the associated bearing body each has a locking support formed on the bearing body, and that the support formed on the plate and that formed on the bearing body
  • Bearing body on the tension element by welding and / or screwing and / or by locking and / or by gluing and / or by
  • Pressing are applied, or is.
  • a plurality of the bearing bodies are applied to several or at least one of the tension elements, and that these multiple bearing bodies are at a different distance from one another or at least have the same distance.
  • the arrangement and the mutual spacing of the bearing bodies on the tension element is determined and preferably by the vertical longitudinal extent and / or arrangement of the assigned plates it is provided that the distance between the bearing bodies as a grid spacing
  • Tension elements of the support structure are designed exclusively as vertically aligned tension elements, preferably vertically aligned support cables.
  • a particularly stable positioning of the plates in the supporting structure is obtained if it is provided that several or at least one of the plates 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 which is open towards the end face of the relevant side edge or parallel to it have extending through channel, or which is or are open upwards and downwards and are each penetrated by one of the vertically oriented tension elements of the supporting structure, so that the vertically oriented tension element prevents the plate from swinging out of the vertical
  • the supporting structure also has horizontally aligned tension elements which cross the vertically aligned tension elements at crossing points. It can be provided here that in each case one or more of the crossing points
  • Connection element is arranged, which is the vertically aligned
  • Coupling elements coupled with the horizontally aligned tension elements can be provided that the connecting element as one of the
  • Bearing body is formed or is connected to one of the bearing bodies.
  • the plate has an upwardly open longitudinal groove in the region of its horizontal top edge or has a horizontal through-channel parallel to the horizontal top edge or which is penetrated by one of the horizontally aligned tension elements, so that the horizontally aligned tension element secures the plate against pivoting out of the vertical plate plane.
  • the plate has a downwardly open longitudinal groove in the region of its horizontal lower edge or has a horizontal passage channel parallel to the horizontal lower edge, which is penetrated by one of the horizontally designed tension elements, so that the horizontally designed tension element Plate against one
  • Particularly preferred embodiments can provide that several or at least one of the plates is each assigned at least one holding element, the holding element for anchoring to the plate with an anchor received in a receptacle of the plate
  • Holding element has at least one tension element engagement section for attacking at least one of the tension elements assigned to the plates. It can be provided that the bearing body with the
  • Bracket element cooperates by the bracket element
  • the tension element engagement section of the mounting element is arranged between a support formed on the plate and a support formed on the bearing body, which is the weight of the plate forms a supporting support.
  • the bearing body interacts with the holding element by the holding element, preferably the tension element engagement section of the holding element, being arranged between one on the plate
  • the support structure has tensioned tension elements.
  • These load-bearing tensioned tension elements can be designed as tensioned suspension cables, in particular as tensioned steel cables or as tensioned tension rods or as tensioned chains or as similar tensioned elongated tension elements.
  • the supporting structure is preferably a stationary one
  • Supported construction preferably made of profiled beams, which are mounted, for example, on the outside or inside of a building wall.
  • the tension elements are mounted in bearing points on the support profiles.
  • the supporting structure can also be formed directly by a building wall. In this case, the tension elements are each mounted directly on the wall of the building in corresponding storage points.
  • the support structure points as tensioned
  • Tension elements only on vertically directed tension elements e.g. only vertical cables.
  • the tension elements only on vertically directed tension elements, e.g. only vertical cables.
  • Support structure on vertically directed tension elements and crossing horizontally directed tension elements for example vertically directed suspension cables and crossing horizontally oriented suspension cables.
  • the plates accommodated in the supporting structure are supported and / or held in a weight-supporting manner by means of one or more of the associated tension elements, directly and / or by means of bearing bodies applied to the tension elements.
  • Preferred embodiments provide that the receptacle of the plate is designed as a receptacle space formed within the plate.
  • the receiving space is designed as a horizontal receiving space. This can preferably extend in the region of the lower horizontal edge of the plate and / or in the region of the upper horizontal edge of the plate.
  • the receiving space can also be designed as a vertical receiving space.
  • the vertical receiving space can preferably extend along the left side edge of the plate and / or along the right side edge of the plate.
  • Embodiments in which the tension elements are designed exclusively as vertical tension elements can be provided that the receiving space in the plate extends horizontally, preferably along a lower and / or upper horizontal edge of the plate, and that the plate is assigned two vertical tension elements, being the first of the vertical
  • Tension elements reaches through the left side edge area of the plate and the second of the vertical tension elements passes through the right side edge area of the plate, and that at least one each on the first vertical tension element and on the second vertical tension element
  • the anchor is arranged in the horizontal receiving space and that its opposite ends interact with two mounting elements, in that the first of the opposite ends of the anchor acts in the sense of anchoring on a section of the mounting element, the mounting element with its Tension element engagement section engages on the first vertical tension element, and in that the second of the opposite ends of the anchor acts in an anchoring manner on the mounting element, the mounting element engaging with the tension element engagement section on the second vertical tension element.
  • the receiving space in the plate extends vertically, preferably along a left and / or right vertical edge of the plate, and that two horizontal tension elements are associated with the plate, the first of the horizontal tension elements reaching through the lower horizontal edge region of the plate and the second of the vertical tension elements reaching through the upper horizontal edge region of the plate, and that on the first horizontal tension element and on the second horizontal tension element at least one each
  • the armature is arranged in the vertical receiving space and that its opposite ends interact with two mounting elements by the first of the opposite ends of the anchor act in the sense of anchoring on a section of the support element, the support element engaging with its tension element engagement section on the first horizontal tension element, and in that the second of the opposite ends of the anchor act on the support element in the sense of anchoring, the support element also his traction element engages the second horizontal traction element.
  • the anchor has at least one anchoring end, which with a first portion of the
  • Bracket element with the formation of a positive and / or non-positive connection and / or resilient latching connection
  • the anchoring end of the anchor has a spring section and the first section of the holding element has at least one projection and / or at least one recess into which the spring section of the anchoring end engages; or vice versa, namely that
  • Anchoring end of the anchor has at least one projection and / or at least one recess and the first portion of the
  • Holding element has a spring portion which engages in the at least one projection and / or the at least one recess.
  • 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, with the spring section on the connecting web is formed or the at least one projection and / or the at least one depression is or are formed on the connecting web such that the holding element has two U-legs in the region of the first section, the sides of which are facing away from one another or on the sides thereof facing one another 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 with the U-legs of the
  • Bracket element interacts by the connecting web of the double-T profile of the anchor engaging between the U-legs of the bracket element and the spring section cooperating with the at least one projection and / or the at least one recess.
  • a particularly stable positioning and support of the plates is obtained with designs that provide that the plate - preferably a rectangular plan - has four corner areas, wherein in each of the four corner areas at least one tension element engagement section of a mounting element arranged in the receptacle of the plate acts.
  • Support element is designed as an axially extending, elongated element, wherein the elongated element has at least one longitudinal section which has the plate anchoring section and wherein the elongated element has the tension element engagement section at at least one axial end. It can be provided that the elongate element has at least one axial element end or at both opposite axial ends of a tension element engagement section. It can be provided that the elongate element is formed as an elastic section, preferably elastically arcuate or preferably elastically undulating, and the The plate anchoring section is formed in the elastic section to form an elastic clamping connection by the interaction of the elastic section with the inner wall of the receiving space. With regard to the support of the plates on bearing bodies which are applied to tension elements, it can be provided that several or at least one of the plates accommodated in the supporting structure is transferred onto the
  • Bearing elements applied to the tension elements are or are supported in a weight-supporting manner, it being provided that the bearing body with the
  • Bracket element cooperates by the bracket element
  • the tension element engagement section of the holding element is arranged between a support formed on the plate and a support formed on the bearing body, which forms a support for supporting the weight of the plate.
  • the tension element engagement section of the holding element is arranged between a support formed on the plate and a support formed on the bearing body, which forms a support for supporting the weight of the plate.
  • Bearing bodies are held locked, or is provided, it being provided that the bearing body interacts with the mounting element by the mounting element, preferably the tension element engagement section of the
  • Bracket element is arranged between one on the plate
  • 1a shows a first embodiment of a facade and / or
  • Wall construction in front view, showing the panels in the supporting structure with vertical supporting cables;
  • Figure 1 b shows a detail of Figure 1 a, in front view
  • FIG. 1c shows a sectional view in FIG. 1a, in a horizontal sectional plane
  • Figure 1d is a sectional view in Figure 1 c, in the vertical sectional plane;
  • Figure 2a shows a second embodiment in front view
  • FIG. 2b detailed view of Figure 2a, cut vertically in
  • Figure 3a shows a third embodiment of a facade and / or
  • Wall construction in a perspective front view, showing the plates with inserted bow-shaped mounting elements on vertical cables;
  • Figure 3b is a perspective view of a plate in Figure 3a
  • Figure 4a shows a fourth embodiment, in perspective
  • Figure 4b is a plan view of the plate with the mounting element of the
  • Figure 5a shows a fifth embodiment, in front view, showing the plates on vertical support cables with parallel double support cables for the horizontal adjacent arrangement of adjacent plates.
  • the supporting structure 2 is only shown as an example in FIG. 1 a.
  • the supporting structure is made up of vertical supporting profiles 2v and horizontal supporting profiles 2h.
  • the support profiles form a rectangular frame construction, in which the support profiles are connected to one another at the corner points.
  • the support structure 2 is intended for a fixed installation, for example in front of a building wall outside or inside a building.
  • the supporting structure 2 can in each case be on the bottom side in the area of the lower horizontal support profile 2h or on the ceiling side in the area of the upper one
  • the horizontal support profile 2h are mounted supported in fixed bearings, not shown.
  • the supporting structure 2 can also be mounted on the side in the area of its left and right vertical supporting profiles 2v, for example on adjacent building walls, in a correspondingly stationary manner.
  • Tensioned suspension cables 3 are arranged in the support structure 2. In the exemplary embodiments shown in the figures, there are only vertically aligned support ropes 3 and no crossing horizontal support ropes. The support cables 3 are in each case with their upper and lower ends
  • the exemplary embodiments shown in the figures are facade or wall constructions, in each of which large-format panels 1 are mounted in a supporting structure 2.
  • the plates 1 are preferably ceramic plates.
  • the plates 1 each have a rectangular plan in the cases shown and are produced by the extrusion process. Their dimensions are preferably over 200 mm horizontal length and over 100 mm vertical height. Significantly larger dimensions of the plates are conceivable.
  • the supporting structure is usually floor-to-ceiling.
  • FIGS. 1 b to 1 d
  • the plates 1 are mounted on the support cables 3.
  • bearing bodies 4, on which the plates 1 rest, and / or by means of which the plates 1 are locked in the supporting structure against swiveling out of the vertical plane are axially fixedly mounted on the vertical support cables.
  • 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 support cables 3.
  • the plates 1, which are mounted on the supporting cables 3, are held in this plane by the bearing bodies 4 and by the supporting cables themselves, i.e. locked against swiveling out of this level, which will be explained in more detail.
  • the bearing bodies 4 are each formed as spherical bodies in the cases shown. They are fixed axially on the vertical support cables 3, for example by welding the bearing body to the support cables.
  • the plates 1 have on their left side edge and on their right
  • Each side edge has an open longitudinal groove 1vn, which extends along the vertical side edge of the plate over the entire vertical extent of the plate 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 front side.
  • the longitudinal grooves 1vn are also at the ends of their longitudinal extension, i.e. above and below, open.
  • the vertical support cables 3 engage in the vertical longitudinal grooves 1vn by extending in the longitudinal direction in the longitudinal groove and reaching up and down through them.
  • the bearing body 4 attached to the vertical support cables 3 support the plates in all four corner points.
  • the weight-supporting storage takes place primarily via the lower bearing body 4.
  • the plates are each stored in the area of their lower left corner
  • the plate rests on a lower right bearing body 4 mounted on the right supporting cable 3 to support weight.
  • upper bearing bodies 4 engage, specifically a left upper bearing body 4 attached to the left supporting cable 3 engages the upper left corner, and a right upper bearing body 4 attached to the right supporting rope 3 attacks in the area of the upper right corner.
  • These upper bearing bodies 4 serve primarily to lock the plate in its vertical orientation in the common vertical plane against pivoting out of this plane.
  • the lower bearing body 4 and the upper bearing body 4 are of identical design, ie in each case as a spherical body.
  • the plates 1 do not interact directly with the bearing bodies 4, ie the plates 1 do not rest directly on the lower and upper supporting bodies, but rather on mounting elements 5 which are supported in the plates 1.
  • the mounting elements 5 in the exemplary embodiments in FIGS. 1 b to 1 d are designed as L-angle elements which are each inserted in the corner regions of the plates 1.
  • the plates 1 in addition to the longitudinal grooves 1vn, which are formed along the left and right vertical edges of the plates, the plates 1 also have horizontal longitudinal grooves on the upper horizontal edge and on the lower horizontal edge, namely one upwards at the upper horizontal edge open horizontal longitudinal groove I hn, and at the lower horizontal edge a downwardly open horizontal longitudinal groove I hn.
  • the horizontal longitudinal grooves I hn like the vertical longitudinal grooves 1vn, are also U-shaped in cross section and open at the ends of their longitudinal extension.
  • the mounting elements 5 in the exemplary embodiment in FIGS. 1 b to 1 d 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 in the specific case the length L1 is approximately three times the length L2.
  • is the longitudinal extent U1 of the first longitudinal section 51 is shorter than that
  • the support element 5 designed in this way is symmetrical to
  • the mounting element 5 is inserted into the plate by inserting the first L-leg 5s formed by the long U-leg 5u into the upper horizontal longitudinal groove I hn forming a clamp connection with the inside of the longitudinal groove.
  • the second L-leg 5s formed by the horizontal U-leg 5u is inserted into the vertical longitudinal groove 1 vn on the left or right side edge of the plate 1.
  • the free ends of the short U-legs stand on the bottom of the vertical longitudinal groove 1 vn, forming a receiving space for the vertical supporting rope 3 penetrating the vertical longitudinal groove 1 vn.
  • the receiving space for the supporting rope 3 is formed by the bottom of the longitudinal groove 1 vn and through 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 regions of the plate 1 thus ensure a stable arrangement of the vertical support cables 3 which pass through the left and right longitudinal grooves 1 and of the plate Lower left and right corner areas arranged support elements 5 supports with which the plates support the weight on the bearing bodies 4 mounted on the support cables 3.
  • Bracket elements 5 are in contact with the on the suspension cables
  • the bearing bodies 4 rest on the mounting elements 5 used in the upper corner areas and thus lock the plates in position against pivoting out of the common vertical plane, in which the plates are arranged in alignment with one another in the supporting structure.
  • FIGS. 2a to 2c is an exemplary embodiment modified compared to the exemplary embodiment in FIGS. 1a to 1d.
  • the modification is that the
  • Bracket 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 and interacts with the horizontal L-leg of the mounting element 5. The interaction consists in that the right end of the armature 6 shown in FIGS. 2a to 2c with the right one
  • Bracket element 5 interacts. With the left end of the armature 6, not shown, which extends in the horizontal groove of the plate over its entire longitudinal extent, the armature 6 acts with the left
  • Bracket element 5 which is arranged in the left corner of the plate, together.
  • the interaction of the right end of the armature 6 with the right mounting element is the same as the interaction of the left end of the armature 6 with the left mounting element.
  • Bracket element 5 is opposite the bracket element 5 in the Embodiment of Figures 1 a to 1 d modified so that the long U-legs, which are arranged engaging in the horizontal receiving groove I hn the plate, each have a row of teeth of mutually parallel sawtooth-shaped teeth on the outside.
  • the parallel teeth each extend transversely to the longitudinal extent of the longitudinal groove 2hn.
  • the anchor 6 has one at its right anchor end shown and in the same way at its left anchor end, not shown
  • Leaf spring device which have 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, namely in the manner of a rear grip on 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 2hn so that the connecting web is oriented vertically and the cross webs in the horizontal plane, i.e. parallel to the bottom of the cross-sectionally U-shaped horizontal longitudinal groove 2hv.
  • the double T-profile is arranged with its vertically extending connecting web engaging between the U-legs of the mounting element 5.
  • Spring device 6f consists of two leaf springs which form a Y configuration.
  • the base section of the Y-legs is fixed to the double-T profile in the region of the vertically directed connecting leg by a common fastening device.
  • the two Y-legs are arranged between the lower and the upper transverse web, namely one Y-leg on the left side of the connecting web and the other Y-leg on the right side of the connecting web.
  • the left Y-leg interacts with its bevelled free end with the row of saw teeth on the outside of the left U-leg of the mounting element 5.
  • Of the right Y-leg acts with its free beveled end with the
  • the left end of the armature cooperates in the same way with the U-legs of the associated left holding element 5, i.e. the anchor is anchored to the right support element 5 with its right anchor end and to the left support element 5 with its left anchor end.
  • the two mounting elements 5 are thus clamped together via the armature 6.
  • This bracing of the two support elements 5 causes the associated vertical support cables 3, which clamp the vertical longitudinal grooves 2vn on the right and left edge of the plate, since the right vertical support cable extends through the receiving space which is between the U-legs of the vertical L-leg of the right-hand support element 5 is formed and the left vertical support rope passes through the receiving space, which is formed by the U-leg of the vertical L-leg of the left support member 5.
  • the two support elements 5 arranged at the lower corners of the plate, namely the lower right support element 5 and the lower left
  • Bracket 5 are the same as the top two
  • Bracket elements 5 clamped together via an anchor 6 received in the lower horizontal receiving groove 2hn and accordingly clamp the two vertical support cables in this lower horizontal area.
  • the mounting elements 5 in Figures 3a to 3b are designed as elongated, bow-shaped elements that are axially, ie extend slightly bent substantially in an axial direction.
  • two such mounting elements 5 are inserted in the upper horizontal longitudinal groove I hn of the plate 1, in such a way that the main longitudinal section of the mounting element 5 is arranged in an elongated manner in the left horizontal longitudinal groove, and that the free end of the mounting element 5 protrudes into the left vertical longitudinal groove and there engages behind by means of a hook-shaped end formed on the left end of the support element 50 which engages behind the vertical support cable 3 which extends through the longitudinal groove.
  • the right bracket member 5 is in the right section of the top
  • two such mounting elements 5 are arranged in the lower horizontal longitudinal groove I hn.
  • the left support element is arranged with its main longitudinal section in the left half of the lower horizontal longitudinal groove I hn and engages with its left free end in the left vertical longitudinal groove, the left hook-shaped free end engaging the vertical support cable 3 guided there.
  • the right one rests in the right half of the lower horizontal longitudinal groove 1 hn
  • Bracket element 5 engages with its right free hook-shaped end on the vertical support rope which passes through the right vertical longitudinal groove.
  • the bracket elements 5 are anchored in the plate 1 by the arch shape of the main longitudinal section of the bracket element 5 via an elastic clamping connection with the inner wall of the horizontal longitudinal groove.
  • the arc shape is designed so that the main longitudinal section of the bracket element 5
  • Bracket element 5 only with elastic deformation in the horizontal Longitudinal groove is insertable and there the elastic clamping connection is formed with the inner wall of the longitudinal groove.
  • Bracket elements 5 cooperate with the bearing bodies 4 mounted on the supporting cables.
  • the holding elements 5 arranged in the lower horizontal longitudinal groove I hn the free end, which engages the associated vertical support cable 3, rests on the bearing body attached to the support cable, so that the weight forces of the plate 1 are introduced onto this lower bearing body 4.
  • Bracket elements 5 supports the free end, which engages the associated vertical support cable 3, on the underside of the bearing body 4 attached to the support cable 3, so that through the bearing body 4 the arrangement of the support cables 3 penetrating the vertical longitudinal groove and thus the position of the plate is stabilized and locked.
  • FIGS. 3a to 3b show modified mounting elements for an exemplary embodiment modified compared to FIGS. 3a to 3b.
  • the modified embodiment of Figure 4a is in contrast to the
  • Bracket element 5 in the upper horizontal longitudinal groove and a
  • Bracket element 5 arranged in the lower horizontal longitudinal groove.
  • the mounting element 5 corresponds in its axial length to the entire one
  • the anchoring is thus carried out in the same way as in the case of the above-described mounting elements, and likewise also by means of an elastic clamping connection of the arcuate main section of the mounting element inserted into the longitudinal groove.
  • the bearing bodies 4 attached to the vertical support cables 3 act in the same way on the plates via the mounting elements 5, i.e. the lower bearing bodies 4 act primarily
  • weight-supporting, and the upper bearing body 4 act in the sense of stabilizing and locking the position of the plate against
  • Catenary cable at a distance plate length of the left plate Second vertical support cable spaced from the third vertical support cable at a distance: minimum distance
  • Catenary cable with distance plate length of the right plate.
  • the distance between the horizontally adjacent panels is determined by the minimum distance.
  • this minimum distance is determined by the diameter of a bearing body 4, or the minimum distance is determined by the minimum receiving depth with which the vertical suspension cables in the vertical longitudinal groove 1vn must be included to ensure a stable mounting of the plates in the vertical plane spanned by the vertical support cables.

Abstract

L'invention concerne une structure de façade et/ou de paroi pour un bâtiment, comprenant des panneaux (1) et une structure porteuse (2) dans laquelle les panneaux sont reçus, orientés dans chaque cas dans le plan vertical. La structure porteuse (2) présente des éléments de traction (3) contraints comportant des corps de support (4) fixés dessus, les éléments de traction (3) contraints se présentant de préférence sous forme de câbles porteurs contraints ou de tirants contraints ou similaires. Les nombreux panneaux (1) ou au moins un des panneaux reçus dans la structure porteuse (2) sont soutenus sur les corps de support (4) de manière à soutenir le poids et/ou sont maintenus bloqués, directement ou indirectement au moyen des corps de support (4). Les nombreux corps de support (4) ou au moins un d'entre eux sont fixés dans la direction axiale uniquement sur des éléments de traction (3) orientés verticalement dans la structure porteuse (2).
PCT/EP2020/050552 2019-01-10 2020-01-10 Structure de façade et/ou de paroi WO2020144334A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP20700975.4A EP3908716A1 (fr) 2019-01-10 2020-01-10 Structure de façade et/ou de paroi
US17/422,016 US20220098873A1 (en) 2019-01-10 2020-01-10 Façade construction and/or wall construction

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE102019100486.1 2019-01-10
DE102019100486.1A DE102019100486A1 (de) 2019-01-10 2019-01-10 Fassaden- und/oder Wandkonstruktion
DE102019100498.5 2019-01-10
DE102019100498.5A DE102019100498A1 (de) 2019-01-10 2019-01-10 Fassaden- und/oder Wandkonstruktion

Publications (1)

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WO2020144334A1 true WO2020144334A1 (fr) 2020-07-16

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PCT/EP2020/050554 WO2020144336A1 (fr) 2019-01-10 2020-01-10 Structure de façade et/ou de paroi

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US5184440A (en) * 1989-09-04 1993-02-09 Andre Felix Metal framed facade panel and facade covered with such a panel
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US20220098873A1 (en) 2022-03-31
US20220074209A1 (en) 2022-03-10
EP3908715A1 (fr) 2021-11-17
EP3908716A1 (fr) 2021-11-17
WO2020144336A1 (fr) 2020-07-16

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