DE102019100498A1 - Facade and / or wall construction - Google Patents

Abstract

The invention relates to a facade and / or wall construction for a building, which comprises panels (1) and a supporting structure (2) in which the panels (1) are accommodated aligned in a vertical plane. The supporting structure (2) has tensioned tension elements (3), preferably designed as tensioned suspension cables or tensioned tension rods or the like, wherein tensioned elements (3) or tension elements oriented horizontally or tension elements (3) and vertically directed tension elements are provided as tensioned tension elements crossing horizontally directed tension elements are provided. The plates (1) accommodated in the supporting structure (2) are supported and / or held in a weight-supporting manner by means of one or more of the associated tension elements (3), directly and / or by means of bearing bodies (4) attached to the tension elements (3). At least one holding element (5) is assigned to each of the plurality or at least one of the plates (1). The anchoring element (5) has at least one anchoring section that can be anchored in a receptacle (1 hn) of the plate, and / or acts with an anchor (1 hn) in the receptacle (1 hn) of the plate (1). 6) together, and wherein the mounting element (5) has at least one tension element engagement section for engaging at least one of the tension elements (3) assigned to the plates (1).

Description

The invention relates to a facade and / or wall construction for a building with the features of the preamble of claim 1.

Facade and / or wall constructions of this type comprise a supporting structure with plates accommodated therein. The supporting structure has tensioned suspension cables. The plates are held in a vertical plane in the supporting structure using the tensioned supporting cables.

Such a facade construction is known from FR 669.554. The support 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, forming an overall circumferential outer groove in which the vertical and horizontal support cables engage. In addition, the facade panels are supported at two opposite corner points on the connecting bodies arranged in the crossing points of the steel cables.

The CN 2010 80660 describes a glass facade construction, wherein 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.

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 2071 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 cables are attached directly to the building wall at separate support brackets and hold the facade panels by the vertical wire cables running in longitudinal grooves formed on the vertical sides of the facade panels or in vertical cavities. In this way, 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.

In the EP 2 154 302 B1 and the EP 2 707 560 B1 as well as in the EP 2 497 861 A1 panel systems with a flexible supporting structure are described. In the EP 2 154 302 B1 and the EP 2 707 560 B1 the supporting structure is a flexible network 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. A mortar connection of the wires running in the joints is provided to fix the panels. In the EP 2 497 861 A1 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 to provide a facade and / or wall construction of the type mentioned, which ensures a secure hold of the panels in the support structure and is easy to assemble and is inexpensive to manufacture.

This object is achieved with the subject matter of claim 1.

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. 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.

As far as the arrangement of the tensioned tension elements of the supporting structure is concerned: In one embodiment, the tensioning structure as tensioned tension elements has only vertically directed tension elements, for example only vertically directed suspension cables. In another type of construction, the support structure has vertically directed tension elements and crossing horizontally directed tension elements, that is to say, for example, vertically directed support cables and crossing horizontally directed support cables.

As far as the inclusion of the plates in the supporting structure is concerned, it is provided that 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 via 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 each assigned at least one mounting element, the mounting element interacting with the plate with an anchor received in a receptacle of the plate, and / or at least one in a receptacle of the plate can be anchored anchoring section and wherein the holding element has at least one tension element engagement section for engaging 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. It can be provided here that 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.

In embodiments which have vertical tension elements, preferably embodiments in which the tension elements are designed exclusively as vertical tension elements, it 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, the first of the vertical tension elements reaching through the left side edge region of the plate and the second of the vertical tension elements reaching through the right side edge region of the plate, and that on the first vertical tension element and on the second vertical tension element in each case at least one tension element engagement section of one or more of the mounting elements assigned to the plate engages.

In a preferred development, it can be provided here that the anchor is arranged in the horizontal receiving space and that its opposite ends interact with two mounting elements by the first of the opposite ends of the anchor acting 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 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.

In designs which have horizontal tension elements, preferably in designs in which the tension elements are designed exclusively as horizontal tension elements, it can be provided that 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 each engages at least one tension element engagement section of one or more mounting elements assigned to the plate.

In a preferred further development, it can be provided that 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 an anchoring manner on the mounting element, wherein the mounting element engages with the tension element engagement element on the second horizontal tension element.

Designs in which the mounting element interacts with an anchor can preferably provide that the anchor has at least one anchoring end which is connected to a first section of the mounting element to form a positive and / or non-positive connection and / or resilient locking connection cooperates.

In such embodiments, it can preferably be provided that 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 the anchoring end of the anchor has at least one projection and / or at least one depression 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 depression.

In a preferred development, it can be provided that 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 one a 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 facing one another of 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 cooperates with the U-legs of the mounting element by the connecting web of the double-T profile of the anchor engaging between the U-legs of the mounting element and the spring section with the at least one projection and / or the at least a deepening cooperates.

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.

As far as the design of the mounting element is concerned, designs 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. It can be provided that the first L-leg has the tensile element engagement section and the second L-leg has the plate anchoring section, or that the first leg has the plate anchoring section and the second leg has the tensile element engagement section.

Versions that provide that the first L-leg of the mounting element and / or the second L-leg of the mounting element have or have a U-shaped cross section are particularly advantageous.

It can be provided that 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 longitudinal section of the U-profile. In a preferred development, it can be provided that 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.

It can be provided that 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 extend transversely to the longitudinal extent of the vertical receiving area to form the tension element engagement section, in that the vertical tension element assigned to the plate engages through the vertical receiving area in the area between the U-legs of the U-profile.

It can be provided that the U-legs for the formation of the anchoring section and / or for the formation of the tensile element engagement section are designed differently from a parallel configuration in such a way that they diverge towards their free ends, in such a way that when they engage in the receiving space under elastic Deformation of the U-legs form an elastic clamping connection with the inner wall of the receiving space.

Designs are also possible which provide that the holding element is designed as an axially extending, elongate element, the elongate element having at least one longitudinal section which corresponds to the Has plate anchoring section and wherein the elongate element has at least one axial end of the tension element engagement section. 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.

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 or is supported in a weight-supporting manner via bearing bodies applied to the tension elements, it being provided that the bearing body interacts with the mounting element in that the mounting element, preferably 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 forms a support for the weight of the plate. As an alternative or in addition, it can be provided that several or at least one of the plates accommodated in the supporting structure is or is held locked via bearing bodies mounted on the tension elements, it being provided that the bearing body interacts with the holding element by the holding element, preferably the Pulling 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 locking position of the plate support.

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 is or is applied to the tension element by welding and / or screwing and / or by locking and / or by gluing and / or by pressing.

With regard to the assignment of the bearing bodies to the plates, it can be provided that only one of the bearing bodies or more of the bearing bodies are assigned to the plates.

Provision can be made for several or at least one of the plates to rest on one or more of the bearing bodies in the region of their lower edge. It can preferably be provided that 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 right lower bearing body in the region of a lower right corner region of the plate.

Alternatively or additionally, it can be provided that several or at least one of the plates is or is held locked in the region of its upper edge by means of one or more of the bearing bodies. It can be provided that the plate or the plate is held locked in the area of a left upper corner area of the plate by a left upper bearing body and in the area of an upper right corner area of the plate is held locked by a right upper bearing body .

• 1a ein erstes Ausführungsbeispiel einer Fassaden- und/oder Wandkonstruktion, in Frontansicht, die Platten in der Tragkonstruktion mit vertikalen Tragseilen zeigend;
• 1b eine Detaildarstellung aus 1a, in Frontansicht mit perspektivischem Ausschnitt, die Platten mit in der Platte eingesetzten L-Winkel-Halterungselementen an vertikalen Tragseilen mit darauf aufgebrachten kugelförmigen Lagerkörpern zeigend;
• 1c eine Schnittansicht in 1a, in horizontaler Schnittebene;
• 1d eine Schnittansicht in 1c, in vertikaler Schnittebene;
• 2a ein zweites Ausführungsbeispiel in Frontansicht mit perspektivischem Ausschnitt die Platte mit in der Platte eingesetzten L-Winkel-Halterungselementen an vertikalen Tragseilen zeigend;
• 2b Detaildarstellung aus 2a, vertikal aufgeschnitten in Frontansicht das L-Winkel-Halterungselement mit Anker zeigend;
• 2c Holizontalschnitt aus 2b;
• 3a ein drittes Ausführungsbeispiel einer Fassaden- und/oder Wandkonstruktion, in perspektivischer Frontansicht, die Platten mit eingesetzten bügelförmigen Halterungselementen an vertikalen Tragseilen zeigend;
• 3b eine Einzeldarstellung einer Platte in 3a, in perspektivischer Frontansicht, die Platte mit eingesetzten bügelförmigen Halterungselementen zeigend;
• 4a ein viertes Ausführungsbeispiel, in perspektivischer Einzeldarstellung, ein gegenüber 3a bis 3b abgewandeltes bügelförmiges Halterungselement zeigend;
• 4b eine Draufsicht der Platte mit montiertem Halterungselement der 4a;
• 5a ein fünftes Ausführungsbeispiel, in Frontansicht, die Platten an vertikalen Tragseilen zeigend mit parallelen Doppeltragseilen zur horizontalen angrenzenden Anordnung benachbarter Platten.

The invention is explained in more detail below with reference to characters. Show:

• 1a a first embodiment of a facade and / or wall construction, in front view, showing the panels in the support structure with vertical support cables;
• 1b a detailed presentation 1a , in a front view with a perspective cut-out, showing the plates with L-angle mounting elements inserted in the plate on vertical support cables with spherical bearing bodies attached to them;
• 1c a sectional view in 1a , in horizontal section plane;
• 1d a sectional view in 1c , in vertical section plane;
• 2a a second embodiment in front view with a perspective cutout showing the plate with L-bracket elements inserted in the plate on vertical support cables;
• 2 B Detail display 2a , cut open vertically in front view showing the L-bracket element with anchor;
• 2c Holizontal cut out 2 B ;
• 3a 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;
• 3b a single representation of a plate in 3a , in a perspective front view, showing the plate with inserted bow-shaped mounting elements;
• 4a a fourth embodiment, in perspective individual representation, one opposite 3a to 3b modified bracket-shaped support element showing;
• 4b a plan view of the plate with the mounting element mounted 4a ;
• 5a 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 2nd is in 1a only shown as an example. The supporting structure is made of vertical supporting profiles in the case shown 2v and horizontal support profiles 2h built up. The support profiles form a rectangular frame construction, in which the support profiles are connected to one another at the corner points.

The supporting structure 2nd is intended for a fixed installation, for example in front of a building wall outside or inside a building. The supporting structure 2nd can do this on the floor side in the area of the lower horizontal support profile 2h or on the ceiling side in the area of the upper horizontal support profile 2h supported in fixed bearings, not shown. Alternatively or additionally, the supporting structure 2nd also laterally in the area of their left and right vertical support profiles 2v , for example on adjoining building walls, can be mounted in a fixed, supported manner.
In the supporting structure 2nd are each tensioned suspension cables 3rd arranged. In the exemplary embodiments shown in the figures, there are only vertically aligned support ropes 3rd and there are no crossing horizontal suspension ropes.
The suspension ropes 3rd are each with their upper and lower ends in mounting bearings in the upper and lower horizontal support profiles 3h fixed.
The exemplary embodiments shown in the figures are facade or wall constructions, each of which has large-format panels 1 in a supporting structure 2nd are stored.
With the plates 1 it is preferably ceramic plates. The plates 1 each have a rectangular plan in the cases shown and are produced using 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.

In the following, reference is made to the 1b to 1 d :

The plates 1 are on the suspension cables 3rd stored. For this there are bearing bodies on the vertical suspension cables 4th axially fixed on which the plates 1 support, and / or through which the plates 1 be locked in the supporting structure against swiveling out of the vertical plane. The plates stored in the supporting structure 1 are aligned with each other in a common vertical plane. The common vertical level is through the suspension cables 3rd spanned. The plates 1 that on the suspension cables 3rd are stored by the bearing body 4th and held by the support cables themselves in this plane, ie locked against pivoting out of this plane, which will be explained in more detail.
The bearing body 4th are each formed as spherical bodies in the cases shown. They are on the vertical suspension cables 3rd axially fixed, for example by welding the bearing body to the supporting cables.
The plates 1 each have an open longitudinal groove on their left side edge and on their right side edge 1vn on, which extends along the vertical side edge of the plate over the entire vertical extent of the plate or the side edge. These vertical 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. Furthermore, the longitudinal grooves 1vn also open at the ends of their longitudinal extension, ie above and below.
In the vertical longitudinal grooves 1vn grab the vertical suspension cables 3rd by extending longitudinally in the longitudinal groove and reaching up and down through it. The one on the vertical suspension cables 3rd applied bearing body 4th support the panels in all four corner points.
As for the support of the plates 1 on the bearing bodies 4th concerns:
The weight-supporting storage is primarily carried out via the lower bearing body 4th . In the area of their lower left corner, the plates each support weight on one of the left suspension cables 3rd left lower bearing body 4th on. In the area of its lower right corner, the plate rests on one on the right suspension cable 3rd applied lower right bearing body 4th to support weight.
Upper bearing bodies engage in the area of the upper left corner and the upper right corner 4th on, on the left suspension cable 3rd applied left upper bearing body 4th attacks on the top left corner, and one on the right suspension cable 3rd applied right upper bearing body 4th attacks in the area of the upper right corner. This upper bearing body 4th serve primarily to lock the plate in its vertical orientation in the common vertical plane against swinging out of this plane.
The lower bearing body 4th and the upper bearing bodies 4th are identical, ie each spherical.
In the cases shown, the plates work 1 with the bearing bodies 4th not immediately together, ie the plates 1 do not rest directly on the lower and upper supporting bodies, but rather on mounting elements 5 that in the plates 1 are supported.
The bracket elements 5 in the embodiments of 1b to 1d are designed as L-angle elements, each in the corner areas of the panels 1 are arranged inserted. For this, the plates point 1 in addition to the longitudinal grooves 1vn formed along the left and right vertical edges of the plates also have horizontal longitudinal grooves on the upper horizontal edge and the lower horizontal edge, namely an upwardly open horizontal longitudinal groove on the upper horizontal edge 1 hn, and a horizontal longitudinal groove open at the bottom at the lower horizontal edge 1hn .
The horizontal longitudinal grooves 1hn are the same as the vertical longitudinal grooves 1vn also U-shaped in cross section and open at the ends of its longitudinal extent.

As for the design of the bracket elements 5 concerns:
For the bracket elements 5 in the embodiment of the 1b to 1d as already mentioned, these are L-angle elements. They are designed as special U profiles. The peculiarity of the special U-profile is that the U-leg 5u in a first longitudinal section 51 of the U-profile are longer than the U-legs 5u in one to the first longitudinal section 51 subsequent second longitudinal section 52 of the U-profile. Specifically, the U legs 5u in the first longitudinal section 51 the length L1 on. The U-legs 5u in the second longitudinal section have the length L2 on. The length L1 is greater than the length L2 , in the specific case is the length L1 about three times the length L2 . As can be seen from the figures, the longitudinal extent U1 of the first longitudinal section 51 shorter than the longitudinal extent of the second longitudinal section 52 .
In the side view of the U-profile, this results in an essentially L-shaped configuration, ie the first longitudinal section 51 of the U-profile with the U-legs 5u the length L1 forms the first L-leg 5s , and the second longitudinal section 52 of the U-profile with the U-legs 5u with the length L2 forms the second L-leg 5s .
The support element designed in this way 5 is symmetrical to the median longitudinal plane, which is between the U-legs 5u runs parallel to the extension of the U-legs. This enables the bracket element 5 to be arranged in all four corner areas in the panels.

In the area of the upper left corner and in the area of the upper right corner is the mounting element 5 arranged in the plate inserted by the through the long U-legs 5u formed first L-leg 5s in the upper horizontal longitudinal groove 1hn is inserted, namely with the formation of a clamping connection with the inside of the longitudinal groove. This is due to the horizontal U-legs 5u formed second L-leg 5s in the vertical longitudinal groove 1vn on the left or right side edge of the plate 1 used. The free ends of the short U-legs stand on the bottom of the vertical longitudinal groove 1vn to form a receiving space for the vertical longitudinal groove 1vn sweeping vertical suspension rope 3rd . The receiving space for the suspension cable 3rd is formed by the bottom of the longitudinal groove 1vn and through the space between the short U-leg engaging in the longitudinal groove 5u and the bottom of the U-profile.
The in the corner areas of the plate 1 used mounting elements 5 thus ensure a stable arrangement of the left and right longitudinal groove 1vn the vertical support ropes penetrating the plate 3rd . Furthermore, the mounting elements arranged in the lower left and right corner areas form 5 Support with which the plates on the support cables 3rd applied bearing bodies 4th support in a weight-supporting manner.
The bracket elements arranged in the left and right upper corner areas 5 are in contact with the upper bearing bodies attached to the suspension cables 4th . The bearing body 4th lie on the mounting elements used in the upper corner areas 5 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.

In the embodiment of the 2a to 2c is a compared to the embodiment of the 1 a to 1d modified embodiment. The modification is that in the embodiment of the 2a to 2c the L-shaped bracket 5 with a separate anchor 6 cooperates. The anchor 6 is designed as a double-T profile, which is arranged in the horizontal receiving groove and with the horizontal L-leg of the mounting element 5 cooperates. The interaction is that in the 2a to 2c shown right end of the anchor 6 with the right bracket 5 cooperates. With the left end of the anchor, not shown 6 The armature acts in the horizontal groove of the plate over its entire longitudinal extent 6 with the left bracket 5 , which is arranged in the left corner of the plate. The interaction of the right end of the anchor 6 with the right bracket element is like the interaction of the left end of the anchor 6 with the left bracket. The Bracket element 5 is opposite the bracket 5 in the embodiment of 1a to 1d modified in such a way that the long U-legs, which are in the horizontal receiving groove 1hn the plate are arranged engaging, 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 at its right armature end shown and in the same way at its left armature end, not shown, a leaf spring device which have leaf springs with angled end edges, which in the row of saw teeth on the outside of the two U-legs of the mounting element 5 intervene, attacking 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 with its vertically extending connecting web between the U-legs of the mounting element 5 arranged to intervene. The spring device 6f consists of two leaf springs that 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 acts with its beveled free end with the row of saw teeth on the outside of the left U-leg of the mounting element 5 together. The right-hand Y-leg acts with its free beveled end with the row of saw teeth on the outside of the left U-leg of the mounting element 5 together. At the left end of the anchor, not shown 5 the left anchor end acts in the same way with the U-legs of the assigned left support element 5 together, ie the anchor is with its right anchor end with the right support element 5 and with its left anchor end with the left support member 5 anchored. So that the two bracket elements 5 over the anchor 6 tense together. This bracing of the two mounting elements 5 the assigned vertical suspension cables 3rd , which braces the vertical longitudinal grooves 2vn on the right and left edge of the plate with each other, 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 mounting element 5 is formed and the left vertical support rope passes through the receiving space through the U-leg of the vertical L-leg of the left support member 5 is formed.

The two support elements arranged at the lower corners of the plate 5 , namely the lower right bracket element 5 and the lower left bracket 5 are in the same way as the two upper bracket elements 5 via an anchor received in the lower horizontal receiving groove 2hn 6 clamped together and accordingly clamp the two vertical suspension cables in this lower horizontal area.

In the embodiments in the 3a to 3b are the support elements 5 deviated from the design described above. The bracket elements 5 in the 3a to 3b are formed as elongated, bow-shaped elements which extend axially, ie slightly curved, essentially in an axial direction. In the upper horizontal longitudinal groove 1hn the plate 1 are in the 3a to 3b two such support elements 5 used, in such a way that the main longitudinal portion of the support member 5 is arranged longitudinally 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 by means of one at the left end of the support element 50 trained hook-shaped end of the vertical support rope passing through the longitudinal groove 3rd engages behind. The right bracket 5 is in the right section of the upper horizontal longitudinal groove 1hn arranged accordingly and engages with its right free end in the right vertical longitudinal groove. The hook-shaped right free end engages with the support cable that is guided through the right vertical longitudinal groove 3rd on.
Correspondingly, are in the lower horizontal longitudinal groove 1hn two such support elements 5 arranged. The left support element is with its main longitudinal section in the left half of the lower horizontal longitudinal groove 1hn arranged and engages with its left free end in the left vertical longitudinal groove, the left hook-shaped free end on the vertical support cable guided there 3rd attacks. Correspondingly, the right half of the lower horizontal longitudinal groove is supported 1 hn the right bracket 5 and engages with its right free hook-shaped end on the vertical support cable which extends through the right vertical longitudinal groove.

The anchoring of the bracket elements 5 in the plate 1 takes place through the arc shape of the main longitudinal section of the mounting element 5 via elastic clamping connection with the inner wall of the horizontal longitudinal groove. The arch shape is like this formed that the main longitudinal portion of the support member 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.

The on the vertical suspension cables 3rd attacking free ends of the mounting elements 5 act with the bearing bodies attached to the suspension cables 4th together. In the in the lower horizontal longitudinal groove 1hn arranged bracket elements 5 stores the free end on the assigned vertical suspension cable 3rd attacks on the bearing body attached to the suspension cable, so that the weight of the plate 1 on this lower bearing body 4th be initiated.
With the in the upper horizontal longitudinal groove 1hn arranged bracket elements 5 stores the free end on the assigned vertical suspension cable 3rd attacks at the bottom of the on the suspension cable 3rd applied bearing body 4th in plant so that through the bearing body 4th the arrangement of the support cables passing through the vertical longitudinal groove 3rd and thus the position of the plate is stabilized and locked.

Modified bracket elements 5 shows 4a for one versus the 3a to 3b modified embodiment. In the modified embodiment of the 4a is different from the mounting elements in the 3a to 3b only one bracket element at a time 5 in the upper horizontal longitudinal groove and a mounting element 5 arranged in the lower horizontal longitudinal groove. The bracket element 5 corresponds in its axial length to the entire longitudinal extent of the plate 1 and thus the total longitudinal extent of the horizontal longitudinal groove in which the mounting element 5 is recorded. When arranged in the longitudinal groove, its left free end engages in the left vertical longitudinal groove 1vn and engages there on the left suspension cable which is guided through this vertical longitudinal groove 3rd on. Its right free end engages in the right vertical longitudinal groove 1vn and engages there on the right suspension cable which is guided through this vertical longitudinal groove 3rd on. The anchorage of the bracket element 5 takes place in the longitudinal groove by the arc shape of the main longitudinal section of the mounting element formed between the free ends. 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. Even with these mounting elements 5 act on the vertical suspension cables 3rd applied bearing body 4th in the same way via the mounting elements 5 on the plates, ie the lower bearing bodies 4th act primarily to support weight, and the upper bearing bodies 4th act in the sense of stabilizing and locking the position of the plate against pivoting the plate out of the common vertical plane, in which the plates arranged in the supporting structure 1 cursed with each other.

• Erstes vertikales Tragseil beabstandet zum zweiten vertikalen Tragseil mit Abstand: Plattenlänge der linken Platte
• Zweites vertikalen Tragseil beabstandet zum dritten vertikalen Tragseil mit Abstand: Mindestabstand
• Drittes vertikales Tragseil beabstandet zum vierten vertikalen Tragseil mit Abstand: Plattenlänge der mittleren Platte
• Viertes vertikales Tragseil beabstandet zum fünften vertikalen Tragseil mit Abstand: Mindestabstand
• Fünftes vertikales Tragseil beabstandet zum sechsten vertikalen Tragseil mit Abstand: Plattenlänge der rechten Platte.

In 5a are the vertical suspension cables 3rd arranged in the supporting structure in such a way that a pair of separate left and right vertical suspension cables are used for horizontally adjacent panels in a row 3rd be available. As a result, horizontally adjacent plates in a row can be arranged relatively closely adjacent to one another, depending on the arrangement of the vertical support cables. The arrangement of the in 5a six vertical suspension cables is in order from left to right as follows:

• First vertical support cable spaced from the second vertical support 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
• Third vertical suspension cable spaced from the fourth vertical suspension cable at a distance: plate length of the middle plate
• Fourth vertical suspension cable spaced from the fifth vertical suspension cable at a distance: minimum distance
• Fifth vertical suspension cable spaced from the sixth vertical suspension cable at a distance: plate length of the right plate.

The distance between the horizontally adjacent panels is determined by the minimum distance. In case of using on the suspension cables 3rd axially fixed bearing elements 4th , on which the plates rest, this minimum distance is the diameter of a bearing body 4th determined, 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.

Reference list

1

plate

1vn

Longitudinal groove on the vertical left and right side edge of the plate

1hn

Longitudinal groove on the upper and lower horizontal edge of the plate

2nd

Supporting structure

2h

Horizontal support profile

2v

Vertical support profile

3rd

Suspension cable

4th

Bearing body

5

Bracket element

5u

U-leg

5s

L-leg

51

First longitudinal section of the U-profile

52

Second longitudinal section of the U-profile

6

anchor

6f

Spring device

6n

Riveted joint

U1

Length of the first longitudinal section 51 of the U-profile

U2

Length of the second longitudinal section 52 of the U-profile

L1

Length of the U-leg 5u of the first longitudinal section 51 of the U-profile

L2

Length of the U-leg of the second longitudinal section 52 of the U-profile

QUOTES INCLUDE IN THE DESCRIPTION

This list of documents listed by the applicant has been generated automatically and is only included for the better information of the reader. The list is not part of the German patent or utility model application. The DPMA assumes no liability for any errors or omissions.

Patent literature cited

• CN 201080660 [0004]
• CN 104818790 [0005]
• DE 12071363 [0006]
• EP 2154302 B1 [0007]
• EP 2707560 B1 [0007]
• EP 2497861 A1 [0007]

Claims (28)

Facade and / or wall construction for a building, comprising panels (1) and a supporting structure (2), in which the panels (1) are accommodated aligned in each case in a vertical plane, the provision being that: the supporting structure (2) tensioned tension elements ( 3), preferably in the form of tensioned support cables or tensioned tension rods or the like, wherein tension elements (3) or tension elements oriented horizontally are provided as tension elements or tension elements (3) directed vertically and tension elements crossing horizontally are provided, and that the plates (1) accommodated in the supporting structure (2) are supported and / or held in a weight-supporting manner by means of one or more of the associated tension elements (3), directly and / or via bearing bodies (4) attached to the tension elements (3), characterized that several or at least one of the plates (1) each have at least one mounting element (5) The bracket element (5) for anchoring to the plate (1) has at least one anchoring section that can be anchored in a receptacle (1hn) of the plate, and / or with an anchor (1hn) of the plate (1). 6) cooperates, and wherein the holding element (5) has at least one tension element engagement section for engaging at least one of the tension elements (3) assigned to the plates (1). Facade and / or wall construction after Claim 1 , characterized in that the receptacle of the plate (1) is designed as a receptacle space (1hn) formed within the plate (1). Facade and / or wall construction after Claim 2 , characterized in that the receiving space (1hn) extends horizontally in the plate (1), preferably along a lower and / or upper horizontal edge of the plate, and that the plate (1) is assigned two vertical tension elements (3), wherein the first of the vertical tension elements (3) passes through the left side edge area of the plate (1) and the second of the vertical tension elements (3) passes through the right side edge area of the plate (1), and that at the first vertical tension element (3) and The second vertical tension element (3) engages at least one tension element engagement section of one or more of the mounting elements (5) assigned to the plate (1). Facade and / or wall construction after Claim 3 , characterized in that the anchor (6) is arranged in the horizontal receiving space (1hn) and its opposite ends cooperate with two mounting elements (5) by the first of the opposite ends of the anchor (6) in the sense of anchoring to a section of the Bracket element (5) acts, the bracket element (5) engages with its tensile element engagement portion on the first vertical tension element (3), and in that the second of the opposite ends of the anchor (6) acts on the bracket element (5) in the sense of anchoring, whereby the support element (5) engages with its tension element engagement section on the second vertical tension element (3). Facades and / or wall construction according to one of the Claims 3 or 4th , characterized in that the receiving space (1hn) extends vertically in the plate (1), preferably along a left and / or right vertical edge of the plate (1), and that the plate (1) is assigned two horizontal tension elements, wherein the first of the horizontal pulling elements passes through the lower horizontal edge area of the plate (1) and the second of the horizontal pulling elements passes through the upper horizontal edge area of the plate (1), and that at least one pulling element engaging portion of each of the first horizontal pulling element and the second horizontal pulling element or more of the plate (1) associated with the mounting elements (5). Facades and / or wall construction after Claim 5 , characterized in that the anchor (6) is arranged in the vertical receiving space (1hn) and its opposite ends cooperate with two mounting elements (5) by anchoring the first of the opposite ends of the anchor (6) to a section of the Bracket element (5) acts, the bracket element (5) engages with its tensile element engagement portion on the first horizontal tension element, and in that the second of the opposite ends of the anchor (6) acts in the sense of anchoring on the bracket element (5), the bracket element ( 5) engages with its tension element engagement section on the second horizontal tension element. Facade and / or wall construction according to one of the preceding claims, characterized in that the anchor (6) has at least one anchoring end, which with a the first section of the mounting element (5) cooperates to form a positive and / or non-positive connection and / or resilient latching connection. Facades and / or wall construction after Claim 7 , characterized in that the anchoring end of the anchor (6) has a spring section (6f) and the first section of the mounting element (5) has at least one projection and / or at least one recess into which the spring section (6f) of the anchoring end intervenes; or vice versa, namely that the anchoring end of the anchor (6) has at least one projection and / or at least one recess and the first section of the mounting element (5) has a spring section which engages in the at least one projection and / or the at least one recess. Facades and / or wall construction after Claim 8 , characterized in that the armature (6) 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 (6f) being formed on the connecting web 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 (5) has two U-legs (5u) in the region of the first section, the sides of which are facing away from one another or on the sides facing one another, the at least one projection and / or the at least one depression or the spring section (6f) is formed, and that the anchoring end of the armature (6) interacts with the U-legs (5u) of the mounting element (5) by the connecting web of the double-T profile of the armature (6) engages between the U-legs (5u) of the mounting element (5) and the spring section (6f) with the at least one projection and / or the at least one recess g interacts. Facade and / or wall construction according to one of the preceding claims, characterized in that the plate (1) - preferably with a rectangular plan - has four corner areas, wherein in each of the four corner areas at least one tension element engagement section of mounting elements (1) arranged in the plate (1) 5) attacks. Facade and / or wall construction according to one of the preceding claims, characterized in that the holding element (5) is designed as an L-angle element which has a first L-leg and a second L-leg, which enclose a right angle, the the first L-leg is designed for engagement in a receiving area (1hn) which extends horizontally in the plate and the second L-leg is designed for engagement in a receiving area (1vn) which extends vertically in the plate. Facade and / or wall construction after Claim 11 , characterized in that the first L-leg has the tensile element engagement section and the second L-leg has the plate anchoring section or the section which interacts with the anchor (6), or in that the first L-leg has the plate anchoring section or which interacts with the anchor (6) Section and the second L-leg has the tensile element engagement section. Facade and / or wall construction after Claim 11 or 12th , characterized in that the first L-leg and / or the second L-leg has or have a U-shaped cross section. Facade and / or wall construction according to one of the Claims 11 to 13 , characterized in that the holding element (5) is designed as a U-profile, the U-legs (5u) of the U-profile being longer in a first longitudinal section (51) of the U-profile than the U-legs (5u ) in a second longitudinal section (52) of the U-profile. Facade and / or wall construction after Claim 14 , characterized in that the U-profile forming the holding element (5) has the basic configuration of an L-angle, the first L-leg being formed by the longer U-legs (5u) of the first longitudinal section (51) of the U-profile and the second L-leg is formed by the shorter U-legs (5u) of the second longitudinal section (52) of the U-profile. Facade and / or wall construction after Claim 15 , characterized in that - the U-profile forming the mounting element (5), which has the basic configuration of an L-leg, is arranged in the plate (1) in such a way that - the first L-leg with the longer U-legs ( 5u) engages in the horizontally extending receiving area (1hn) of the plate (1), the U-legs (5u) extending horizontally in the horizontally extending receiving area (1hn), forming the anchorage with the plate (1), and - that the second L-leg engages with the shorter U-legs (5u) in the vertical receiving area (1vn) of the plate (1), the shorter U-legs (5u) extending horizontally and thus transverse to the longitudinal extent of the vertical receiving area (1vn) extend under the formation of the Tension element engagement section, in that the vertical tension element (3) assigned to the plate (1) passes through the vertical receiving area (1vn) in the area between the shorter U-legs (5u) of the U-profile. Facade and / or wall construction according to one of the Claims 13 to 16 , characterized in that the longer U-legs (5u) to form the anchoring section and / or the shorter U-legs (5u) to form the tension element engagement section deviate from a parallel configuration such that they diverge towards their free ends, such that when they engage in the receiving space (1hn, 1vn) with elastic deformation of the U-legs (5u) they form an elastic clamping connection with the inner wall of the receiving space (1hn, 1vn). Facade and / or wall construction according to one of the preceding claims, characterized in that the holding element (5) is designed as an axially extending, elongated element, the elongated element having at least one longitudinal section which the plate anchoring section or with the anchor (6 ) has interacting section and wherein the elongate element has at least one axial end of the tensile element engagement section. Facade and / or wall construction after Claim 18 , characterized in that the elongate element forming the holding element (5) has at least at one axial end or at both opposite axial ends a tensile element engagement section. Facade and / or wall construction according to one of the Claims 18 or 19th , characterized in that the elongate element forming the holding element (5) is designed as an elastic section, preferably elastically arcuate or preferably elastically undulating, and the plate anchoring section is formed in the elastic section with the formation of an elastic clamping connection by interaction of the elastic section with the inner wall of the recording room. Facade and / or wall construction according to one of the preceding claims, characterized in that several or at least one of the plates (1) accommodated in the supporting structure (2) are supported in a weight-supporting manner via bearing bodies (4) applied to the tension elements (3), or It is provided that the bearing body (4) interacts with the holding element (5) in that the holding element (5), preferably the tension element engagement section of the holding element (5), is arranged between a support formed on the plate (1) and a on the bearing body (4) formed support which forms a support for the weight of the plate (1). Facade and / or wall construction according to one of the preceding claims, characterized in that several or at least one of the plates (1) accommodated in the supporting structure (2) are held locked by means of bearing bodies (4) applied to the tension elements (3), or It is provided that the bearing body (4) interacts with the mounting element (5) in that the mounting element (5), preferably the tension element engagement section of the mounting element (5), is arranged between a support formed on the plate (1) and a formed on the bearing body (4), which forms a locking the position of the plate (1) support. Facade and / or wall construction according to one of the preceding claims, characterized in that several or at least one of the bearing bodies (4) on the tension element (3) by welding and / or screwing and / or by locking and / or by gluing and / or are applied by pressing, or is. Facade and / or wall construction according to one of the preceding claims, characterized in that in each case only one of the bearing bodies (4) or more of the bearing bodies (4) are assigned to the plates (1). Facade and / or wall construction according to one of the preceding claims, characterized in that several or at least one of the plates (1) rests on one or more of the bearing bodies (4) in the region of their lower edge. Facade and / or wall construction after Claim 25 , characterized in that the plates (1) or the plate (1) in the region of a lower left corner region of the plate (1) on a lower left bearing body (4) and in the region of a lower right corner region of the plate (1) superimpose or superimpose a lower right bearing body (4). Facade and / or wall construction according to one of the preceding claims, characterized in that several or at least one of the plates (1) are or are held locked in the region of their upper edge by means of one or more of the bearing bodies (4). Facade and / or wall construction after Claim 27 , characterized in that the Plates (1), or the plate (1) in the area of a left upper corner area of the plate (1) is held locked by a left upper bearing body (4) and in the area of an upper right corner area of the plate (1) by means of a right upper one Bearing body (4) are kept locked, or will.

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