EP3908715A1 - Structure de façade et/ou de paroi - Google Patents

Structure de façade et/ou de paroi

Info

Publication number
EP3908715A1
EP3908715A1 EP20700783.2A EP20700783A EP3908715A1 EP 3908715 A1 EP3908715 A1 EP 3908715A1 EP 20700783 A EP20700783 A EP 20700783A EP 3908715 A1 EP3908715 A1 EP 3908715A1
Authority
EP
European Patent Office
Prior art keywords
plate
section
tension
wall construction
construction according
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.)
Pending
Application number
EP20700783.2A
Other languages
German (de)
English (en)
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
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
Publication of EP3908715A1 publication Critical patent/EP3908715A1/fr
Pending legal-status Critical Current

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
  • 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 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 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 supported structure, 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 for vertically directed tension elements and crossing horizontally directed tension elements e.g. vertically directed cables and crossing horizontally directed 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. It is essential in the subject matter of claim 1 that several or at least one of the plates is 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.
  • 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
  • Pulling element engagement section of one or more of the mounting elements assigned to the plate engages.
  • the armature is arranged in the horizontal receiving space and that its opposite ends interact with two holding elements, in that the first of the opposite ends of the armature acts on a section of the holding element in the sense of anchoring, the holding element with its Tension element engagement section engages 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 anchor is arranged in the vertical 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 an anchoring on a section of the mounting element, the mounting element with its tension element engagement section engages on the first horizontal tension element, and in that the second of the opposite ends of the anchor acts in the manner of anchoring on the mounting element, wherein the mounting element engages with the tension element engagement element on the second horizontal tension 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 as
  • 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.
  • versions are particularly advantageous which provide that the mounting element is designed as an L-angle element which has a first L-leg and a second L-leg which enclose a right angle, the first L- Leg is designed to engage in a receiving area extending horizontally in the plate and the second L-leg is designed to engage in a receiving area extending vertically in the plate.
  • the first L-leg has the tension element engagement section and the second L-leg has the plate anchoring section, or that the first leg has the plate anchorage section and the second leg has the tension element engagement section.
  • Bracket element has a U-shaped cross section, or have.
  • the holding element is designed as a U-profile, the U-legs of the U-profile being longer in a first longitudinal section of the U-profile than the U-legs in a second
  • the U-profile has the basic configuration of an L-angle, the first L-leg being formed by the longer U-legs of the first longitudinal section of the U-profile and the second L-leg by shorter U-leg of the second longitudinal section of the U-profile is formed.
  • the U-profile which has the basic configuration of an L-leg, is arranged in the plate such that the first L-leg engages with the longer U-legs in the horizontally extending receiving area of the plate, the U-legs extend horizontally in the horizontally extending receiving area, forming the anchorage with the plate, and that the second L-leg engages with the shorter U-legs in the vertical receiving area of the plate, the shorter U-legs extending horizontally and therefore across to
  • assigned vertical tension element passes through the vertical receiving area in the area between the U-legs of the U-profile.
  • Tension element engagement section deviating from a parallel configuration are designed such that they diverge towards their free ends, such that when they engage in the receiving space with elastic deformation of the U-legs, they form an elastic clamping connection with the inner wall of the receiving space.
  • 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 designed as an elastic section, preferably elastically arcuate or preferably elastically undulating, and the plate anchoring section is formed in the elastic section, forming an elastic clamping connection by interaction of the elastic section with the inner wall of the receiving space.
  • 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
  • the bearing body is preferably axially fixed on the relevant tension element. It can be provided that several or at least one of the bearing bodies on the tension element by welding and / or
  • Figure 1 a 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 3b is a perspective view of a plate in Figure 3a
  • Figure 4a shows a fourth embodiment, in perspective
  • 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 constructed from 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 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
  • FIGS. 1 b to 1 d
  • 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.
  • 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 up and down reach through below.
  • 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
  • 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 swiveling out of this plane.
  • the lower bearing body 4 and the upper bearing body 4 are identical, i.e. each as a spherical body.
  • 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.
  • 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 1vn on the left or right side edge of the plate 1.
  • the mounting elements 5 used in the corner areas of the plate 1 thus ensure a stable arrangement of the vertical support cables 3 passing through the left and right longitudinal grooves 1vn of the plate. Furthermore, the mounting elements 5 arranged in the lower left and right corner areas form supports with which the plates can be placed on the support the bearing bodies 4 attached to the supporting ropes 3 in a weight-supporting manner.
  • Bracket elements 5 are in contact with the on the suspension cables
  • FIGS. 2a to 2c is an exemplary embodiment modified compared to the exemplary embodiment in FIGS. 1a to 1d. The modification is that the
  • Folding element 5 cooperates with a separate anchor 6.
  • the armature 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 folding element 5. The interaction consists in that the right end of the armature 6 shown in FIGS. 2a to 2c with the right one
  • 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 holding 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 in such a way that the connecting web is directed vertically and the transverse webs in a horizontal plane, ie parallel to the bottom of the horizontal longitudinal groove 2hv, which is U-shaped in cross section.
  • 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 beveled free end with the row of saw teeth on the outside of the left U-leg of the mounting element 5.
  • the right-hand Y-leg acts with its free beveled end
  • the left arm end cooperates in the same way with the U-legs of the assigned left mounting element 5, ie the armature is with its right arm end with the right mounting element 5 and with its left arm end with the left mounting element 5 anchored.
  • the two mounting elements 5 are thus clamped together via the armature 6.
  • This bracing of the two mounting elements 5 causes the associated vertical support cables 3, which brace the vertical longitudinal grooves 2vn on the right and left edge of the plate, since the right vertical Support rope passes through the receiving space, which is formed between the U-legs of the vertical L-leg of the right support member 5 and the left vertical support cable passes through the receiving space, which is formed by the U-legs 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.
  • Bracket elements 5 deviating from the design described above.
  • the support elements 5 in Figures 3a to 3b are designed as elongated, bow-shaped elements which are axially, i.e.
  • 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 can only be inserted into the horizontal longitudinal groove with elastic deformation and the elastic clamping connection is formed there with the inner wall of the longitudinal groove.
  • 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
  • the anchoring is thus carried out in the same way as in the case of the above-described mounting elements, and also by means of an elastic clamping connection of the arcuate main section of the mounting element inserted into the longitudinal groove.
  • These mounting elements 5 also act on the vertical support cables 3 applied bearing body 4 in the same way on the mounting elements 5 on the plates, ie the lower bearing body 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
  • Second vertical support cable spaced from the third vertical support cable at a distance: minimum distance
  • 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.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)

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 (1) sont reçus orientés dans chaque cas dans un plan vertical. La structure porteuse (2) présente des éléments de traction (3) contraints, de préférence sous forme de câbles porteurs ou de tirants contraints ou similaires, les éléments de traction contraints étant des éléments de traction (3) orientés verticalement ou des éléments de traction orientés horizontalement ou des éléments de traction (3) orientés verticalement et des éléments de traction orientés horizontalement entrecroisés. Les panneaux (1) reçus dans la structure porteuse (2) sont montés de manière à soutenir le poids et/ou maintenus bloqués au moyen d'un ou de plusieurs éléments de traction (3) associés, directement et/ou par l'intermédiaire de corps de support (4) montés sur les éléments de traction (3). Au moins un élément de retenue (5) est associé dans chaque cas aux nombreux panneaux (1) ou au moins à l'un d'eux. Pour assurer l'ancrage au panneau (1), l'élément de retenue (5) présente au moins une partie d'ancrage pouvant être ancrée dans une cavité de réception (1hn) du panneau, et/ou coopère avec un élément d'ancrage (6) logé dans la cavité de réception (1hn) du panneau (1), et l'élément de retenue (5) comportant au moins une partie d'application d'élément de traction, destinée à s'appliquer sur au moins un des éléments de traction (3) associés aux panneaux (1).
EP20700783.2A 2019-01-10 2020-01-10 Structure de façade et/ou de paroi Pending EP3908715A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102019100486.1A DE102019100486A1 (de) 2019-01-10 2019-01-10 Fassaden- und/oder Wandkonstruktion
DE102019100498.5A DE102019100498A1 (de) 2019-01-10 2019-01-10 Fassaden- und/oder Wandkonstruktion
PCT/EP2020/050554 WO2020144336A1 (fr) 2019-01-10 2020-01-10 Structure de façade et/ou de paroi

Publications (1)

Publication Number Publication Date
EP3908715A1 true EP3908715A1 (fr) 2021-11-17

Family

ID=69167810

Family Applications (2)

Application Number Title Priority Date Filing Date
EP20700975.4A Pending EP3908716A1 (fr) 2019-01-10 2020-01-10 Structure de façade et/ou de paroi
EP20700783.2A Pending EP3908715A1 (fr) 2019-01-10 2020-01-10 Structure de façade et/ou de paroi

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ES2939334B2 (es) * 2021-10-20 2024-04-03 Univ Internacional De Catalunya Fundacio Privada Celosia de tubos ceramicos

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EP3908716A1 (fr) 2021-11-17
WO2020144336A1 (fr) 2020-07-16
WO2020144334A1 (fr) 2020-07-16
US20220098873A1 (en) 2022-03-31
US20220074209A1 (en) 2022-03-10

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