WO2020144334A1 - Façade construction and/or wall construction - Google Patents

Abstract

The invention relates to a façade construction and/or wall construction for a building, said construction comprising panels (1) and a support structure (2) in which the panels (1) are accommodated so as to each be oriented in a vertical plane. The support structure (2) has tensioned tension elements (3) comprising bearing bodies (4) fastened thereto, wherein the tensioned tension elements (3) are preferably designed as tensioned supporting cables or as tensioned tension rods or the like. The multiple panels (1) accommodated in the support structure (2), or at least one of said panels, are directly or indirectly supported on the bearing bodies (4) in a weight-supporting manner and/or are fixedly held by means of the bearing bodies (4). The multiple bearing bodies (4), or at least one thereof, are or is exclusively axially fixedly mounted on tension elements (3) which are oriented vertically in the support structure (2).

Description

Facade and / or wall construction

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.

Such a facade construction is known from FR 669.554. The

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

Formation of an overall circumferential external groove in which the vertical and horizontal support cables engage. In addition, the facade panels are supported at two opposite corner points on the in the

Crossing points of the steel cables arranged connecting bodies. 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

Beam construction with tensioned wire ropes. The 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

trained longitudinal grooves 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 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. In EP 2 154 302 B1 and EP 2 707 560 B1 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

Mortar connection of the wires running in the joints is provided. In 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 a facade and / or

To create wall construction of the type mentioned, which ensures a secure hold of the panels in the support structure and thereby

is easy to install 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. 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.

In the case of a support structure made of support profiles, 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

are interconnected. 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.

It is essential that 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.

The and / or alternative that the plates are locked by means of the bearing body means that the bearing body that is on the vertical in the

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.

By the measure according to the invention that at least some of the

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.

In preferred embodiments, the bearing body can be designed as a spherical body. The bearing bodies can be designed as solid bodies or hollow bodies. In preferred embodiments, the bearing bodies are made of a metallic material.

Different designs with different assignment and arrangement of the bearing bodies to the plates are possible:

In preferred embodiments, it is provided that several of the 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.

Particularly preferred for a weight support pad

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. In a preferred development, it can 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 lower right bearing body in the region of a lower right corner region of the plate. In particular, for locking the plates by means of the bearing bodies, 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. In a preferred development, it can be provided that 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

Interact. 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

Position locking of the tarpaulin be formed.

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

switched intermediate element interact, preferably under

Formation of a flat edition and / or with formation of a

interlocking engagement of the interacting parts.

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

Locking support directly or via an interposed one

Intermediate element interaction, preferably with the formation of a flat support and / or with the formation of a form-fitting,

preferably complementary interlocking of the interacting parts.

Designs in which it is provided that the bearing body is at least partially covered by the associated plate are particularly advantageous. With the concealed arrangement of the bearing body, there are significant optical advantages.

It can be provided that several or at least one of the

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.

As far as the arrangement of the bearing bodies on the tension elements is concerned, preferred embodiments provide that 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. In a preferred development it can be provided that 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

is trained.

In particularly preferred embodiments, it is provided that the

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

Plate level secures.

Versions are possible in which it is provided that the

In addition to the vertically aligned tension elements, 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. It can be provided that the connecting element as one of the

Bearing body is formed or is connected to one of the bearing bodies. In versions in which, in addition to the vertically aligned tension elements, horizontally aligned tension elements are also present in the supporting structure, it can advantageously be provided that 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. Alternatively or additionally, it can be provided that 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

Tilting out of the vertical plate level secures.

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

cooperates and / or has at least one anchoring section which can be anchored in a receptacle of the plate, and wherein

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,

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 is the weight of the plate forms a supporting support. As an alternative or in addition, it can also be provided that 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

trained support and a support formed on the bearing body, which forms a locking the position of the plate support.

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 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.

As far as the arrangement of the tensioned tension elements of the support structure is concerned: In one type of construction, the support structure points as tensioned

Tension elements only on vertically directed tension elements, e.g. only vertical cables. In another version, the

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. 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 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.

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.

For designs that have vertical tension elements, preferably

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

Pulling element engagement section of one or more of the mounting elements assigned to the plate engages. In a preferred further 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, 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.

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 at least one each

Pulling element engagement section of one or more of the plate elements associated with the plate attacks.

In a preferred development, it can be provided that 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.

Designs in which the bracket element with an anchor

cooperates, can preferably provide that 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

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

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.

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, 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.

Versions are also possible which provide that the

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,

preferably 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. Alternatively or additionally, it can be provided that several or at least one of the in the supporting structure

picked up plates over applied on the tension elements

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

trained support and a support formed on the bearing body, which forms a locking the position of the plate support.

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

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

perspective cutout, the panels with L-angle folding elements inserted in the panel on vertical

Carrying cables with spherical bearing bodies attached to them;

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

Perspective cutout of the plate with L-bracket mounting elements inserted in the plate on vertical

Showing suspension cables;

Figure 2b detailed view of Figure 2a, cut vertically in

Front view showing the L-bracket element with anchor;

Figure 2c horizontal section of Figure 2b;

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

Front view, showing the plate with inserted bracket-shaped mounting elements; Figure 4a shows a fourth embodiment, in perspective

Individual representation, showing a bracket-shaped mounting element modified compared to FIGS. 3a to 3b;

Figure 4b is a plan view of the plate with the mounting element of the

Fig. 4a;

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

In the case shown, 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.

For this purpose, 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

horizontal support profile 2h are mounted supported in fixed bearings, not shown. As an alternative or in addition, 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

Fixing bearings in the upper and lower horizontal support profiles 3h.

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.

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

The plates 1 are mounted on the support cables 3. For this purpose, 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. Furthermore, 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.

Regarding the support of the plates 1 on the bearing bodies 4:

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

to support weight on a left lower bearing body 4 attached to the left supporting cable 3. In the area of its lower right corner, the plate rests on a lower right bearing body 4 mounted on the right supporting cable 3 to support weight.

In the area of the upper left corner and the upper right 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 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. In the illustrated cases, 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. For this purpose, 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.

With regard to the design of the mounting elements 5:

As already mentioned, 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. Specifically, 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. As can be seen from the figures, is the longitudinal extent U1 of the first longitudinal section 51 is shorter than that

Longitudinal extension of the second longitudinal section 52.

In the side view of the U-profile, this results in an essentially L-shaped configuration, i.e. the first longitudinal section 51 of the U-profile with the U-legs 5u of length L1 forms the first L-leg 5s, and the second longitudinal section 52 of the U-profile with the U-legs 5u with length L2 forms the second L-leg 5s.

The support element 5 designed in this way is symmetrical to

Longitudinal median plane, which runs parallel to the extension of the U-legs between the U-legs 5u. This makes it possible to arrange the mounting element 5 in all four corner areas inserted in the plates.

In the area of the upper left corner and in the area of the upper right corner, 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.

The arranged in the left and right upper corner areas

Bracket elements 5 are in contact with the on the suspension cables

applied upper bearing bodies 4. 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.

The exemplary embodiment in FIGS. 2a to 2c is an exemplary embodiment modified compared to the exemplary embodiment in FIGS. 1a to 1d. The modification is that the

Embodiment of Figures 2a to 2c the L-shaped

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. The

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. The

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

Row of saw teeth on the outside of the left U-leg of the

Bracket element 5 together. At the left end of the armature 5, not shown, 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.

In the exemplary embodiments in FIGS. 3a to 3b, the

Bracket elements 5 deviating from the design described above. 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. In Figures 3a to 3b, 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

horizontal longitudinal groove I hn arranged accordingly and engages with its right free end in the right vertical longitudinal groove. This applies

hook-shaped right free end on the support cable 3 passed through the right vertical longitudinal groove.

Correspondingly, 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. In a corresponding manner, the right one rests in the right half of the lower horizontal longitudinal groove 1 hn

Bracket element 5 and 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 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.

The free ends of the

Bracket elements 5 cooperate with the bearing bodies 4 mounted on the supporting cables. In the case of 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.

In the arranged in the upper horizontal longitudinal groove I hn

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.

4a shows modified mounting elements for an exemplary embodiment modified compared to FIGS. 3a to 3b. In the modified embodiment of Figure 4a is in contrast to the

Bracket elements in Figures 3a to 3b only one

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

Longitudinal extent of the plate 1 and thus the entire longitudinal extent of the horizontal longitudinal groove in which the holding element 5 is received. When it is arranged in the longitudinal groove, its left free end engages in the left vertical longitudinal groove 1vn and engages there through the vertical groove Left suspension cable 3 guided through the longitudinal groove. Its right free end engages in the right vertical longitudinal groove 1vn and engages there on the right supporting cable 3 which is guided through this vertical longitudinal groove. The anchoring of the holding element 5 in the longitudinal groove takes place through the arc shape of the main longitudinal section formed between the free ends

Bracket element. 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. With these mounting elements 5 as well, 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

Swinging the plate out of the common vertical plane in which the plates 1 arranged in the supporting structure are aligned with one another.

In Figure 5a, the vertical support cables 3 are so in the support structure

arranged that a pair of separate left and right vertical support cables 3 are available for each horizontally adjacent plate of a row. 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 six vertical suspension ropes in Figure 5a is in the order from left to right as follows:

First vertical support cable spaced from the second vertical

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

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

Catenary cable with distance: plate length of the right plate.

The distance between the horizontally adjacent panels is determined by the minimum distance. In the case of using axially fixed bearing elements 4 on which the plates are supported, 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.

Reference list

1 plate

1vn longitudinal groove on the vertical left and right side edge of the plate I hn longitudinal groove on the upper and lower horizontal edge of the plate 2 supporting structure

2h horizontal support profile

2v vertical support profile

3 suspension rope

4 bearing bodies

5 mounting element

5u U-leg

5s L-leg

51 First longitudinal section of the U-profile

52 Second longitudinal section of the U-profile

6 anchors

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-

Profiles

L2 length of the U-leg of the second longitudinal section 52 of the U-profile

Claims

Moeding Keramikfassaden GmbH, Ludwig-Girnghuber-Str. 1, 84163 Marklkofen, Germany Expectations 1. facade and / or wall construction for a building, comprising plates (1) and a supporting structure (2), in which the plates (1) are accommodated in each case aligned in the vertical plane, - That the support structure (2) has tensioned tension elements (3) with attached bearing bodies (4), the tensioned tension elements (3) are preferably designed as tensioned suspension cables or as tensioned tension rods or the like, and - that several or at least one of the plates (1) accommodated in the supporting structure (2) is supported directly or indirectly on the bearing bodies (4) with a weight-supporting support and / or is held locked by means of the bearing bodies (4), characterized in that that several or at least one of the bearing bodies (4) are or are axially fixedly attached exclusively to tension elements (3) aligned vertically in the supporting structure (2). 2. facade and / or wall construction according to claim 1, characterized, that only one of the bearing bodies (4) or more of the bearing bodies (4) is or are assigned to the plates (1). 3. facade and / or wall construction according to one of the preceding claims, characterized, that several or at least one of the plates (1) rest or rest on one or more of the bearing bodies (4) in the region of their lower edge. 4. facade and / or wall construction according to claim 3, characterized, 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) on a lower right bearing body ( 4) superimpose or superimpose. 5. facade and / or wall construction according to one of the preceding claims, characterized, that several or at least one of the plates (1) are or are held locked in the area of their upper edge by means of one or more of the bearing bodies (4). 6. facade and / or wall construction according to claim 5, characterized, that the plates (1) or the plate (1) are held in the area of a left upper corner area of the plate by a left upper bearing body (4), and is held in the area of an upper right corner area of the plate (1) by means of a right upper bearing body (4) can be held locked. 7. facade and / or wall construction according to one of the preceding claims, characterized, that several or at least one of the plates (1) have or has a support formed on the plate (1) and the associated bearing body (4) each has a weight-supporting support formed on the bearing body (4), and that the support formed on the plate (1) and that on the Bearing body (4) formed weight-supporting supports directly or via an intermediate element connected between them Cooperation, preferably with the formation of a flat support and / or with the formation of a form-fitting Interlocking of the interacting parts. 8. Facade and / or wall construction according to one of the preceding Expectations, characterized, that several or at least one of the plates (1) have or has a support formed on the plate (1) and the associated bearing body (4) each has a locking support formed on the bearing body (4), and that the support formed on the plate (1) and the locking support formed on the bearing body (4) interact directly or via an intermediate element connected between them, preferably with the formation of a flat support and / or with the formation of a positive, preferably complementary interlocking of the interacting parts. Facade and / or wall construction according to one of the preceding claims, characterized, that the bearing body (4) is at least partially covered by the associated plate (1). Facade and / or wall construction according to one of the preceding claims, characterized, that several or at least one of the bearing bodies (4) are or are applied to the tension element (3) by welding and / or screwing and / or by locking and / or by gluing and / or by pressing. Facade and / or wall construction according to one of the preceding claims, characterized, that several of the bearing bodies (4) are applied to several or at least one of the tension elements (3), and that these multiple bearing bodies (4) are at different distances from one another or at least have the same distance. 12. facade and / or wall construction according to claim 11, characterized, that the arrangement and the mutual spacing of the bearing bodies (4) on the tension element (3) is determined by the vertical longitudinal extent and / or arrangement of the associated plates (1) and it is preferably provided that the spacing of the bearing bodies (4) is designed as a grid spacing is. 13. facade and / or wall construction according to one of the preceding claims, characterized, that the tension elements (3) of the supporting structure (2) are exclusively vertical tension elements (3), preferably vertical aligned suspension cables (3) are formed. 14. facade and / or wall construction according to one of the preceding claims, characterized, that several or at least one of the plates (1) 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 (1vn) which is open towards the end face of the relevant side edge or a parallel groove Have through passage, or has, which is open upwards and downwards and each penetrate through one of the vertically oriented tension elements (3) of the support structure (2) is so that the vertically oriented tension element (3) secures the plate (1) against pivoting out of the vertical plate plane. Facade and / or wall construction according to one of the preceding claims, characterized, that the supporting structure (2) has, in addition to the vertically aligned tension elements (3), also horizontally aligned tension elements which cross the vertically aligned tension elements at crossing points. Facade and / or wall construction according to claim 15, characterized, that at one or more of the crossing points each Connection element is arranged, which couples the vertically aligned tension elements (3) with the horizontally aligned tension elements. Facade and / or wall construction according to claim 16, characterized, that the connecting element is designed as one of the bearing bodies (4) or is connected to one of the bearing bodies (4). Facade and / or wall construction according to one of claims 15 to 17, characterized, that the plate (1) has an upwardly open longitudinal groove (I hn) in the area of its horizontal upper edge or parallel to the horizontal Upper edge has a horizontal through-channel, which is penetrated by one of the horizontally aligned tension elements, so that the horizontally aligned tension element secures the plate (1) against pivoting out of the vertical plate plane. Facade and / or wall construction according to one of claims 15 to 18, characterized, that the plate (1) in the area of its horizontal lower edge has a downwardly open longitudinal groove (I hn) or parallel to the horizontal lower edge has a horizontal through-channel which is penetrated by one of the horizontally designed tension elements, so that the horizontally designed tension element secures the plate (1) against tipping out of the vertical plate plane. Facade and / or wall construction according to one of the preceding claims, characterized, that several or at least one of the plates (1) is associated with at least one mounting element (5), the mounting element (5) interacting with an anchor (6) accommodated in a receptacle of the plate (1) for anchoring to the plate (1) and / or has at least one anchoring section that can be anchored in a receptacle of the plate (1), and wherein the holding element (5) engages at least one tension element engagement section has at least one of the tension elements (3) assigned to the plates (1). Facade and / or wall construction according to claim 20, characterized, that the bearing body (4) with the mounting element (5) interacts by the holder element (5), preferably the tension element engagement section of the holder element (5), being arranged between a support formed on the plate (1) and a support formed on the bearing body (4), which supports the weight of the plate (1) forms a supporting support. Facade and / or wall construction according to claim 20 or 21, characterized in that the bearing body (4) with the mounting element (5) cooperates 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 support formed on the bearing body (4), which determines the position of the plate (1) arresting support forms. Facade and / or wall construction according to one of claims 20 to 22, characterized, that the receptacle of the plate (1) is designed as a receiving space (I hn) formed within the plate (1). Facade and / or wall construction according to claim 23, characterized, that the receiving space (I hn) 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), the first of the vertical tension elements (3) reaching through the left side edge area of the plate (1) and the second of the vertical tension elements (3) the right side edge area of the plate ( 1) reaches through, and that at least one each on the first vertical tension element (3) and on the second vertical tension element (3) Pulling element engagement section of one or more of the mounting elements (5) assigned to the plate (1). Facade and / or wall construction according to claim 24, characterized, that the armature (6) is arranged in the horizontal receiving space (I hn) and its opposite ends interact with two mounting elements (5), by the first of the opposite ends of the armature (6) acting in the manner of anchoring on a section of the mounting element (5), the mounting element (5) with its Tension element engagement section engages the first vertical tension element (3), and by the second of the opposite ends of the armature (6) acting on the holding element (5) in the manner of anchoring, the holding element (5) engaging with the pull element engagement section on the second vertical pull element (3). Facades and / or wall construction according to one of claims 24 or 25, characterized, that the receiving space (I hn) is vertical 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 traction elements, the first of the horizontal traction elements the lower horizontal Passes through the edge region of the plate (1) and the second of the horizontal tension elements extends through the upper horizontal edge region of the plate (1), and that at least one each on the first horizontal tension element and on the second horizontal tension element Tension element engagement section of one or more of the plate (1) associated bracket elements (5) attacks. Facades and / or wall construction according to claim 26, characterized, that the armature (6) is arranged in the vertical receiving space (I hn) and its opposite ends interact with two mounting elements (5), by the first of the opposite ends of the armature (6) acting in the manner of anchoring on a section of the mounting element (5), the mounting element (5) with its Tension element engagement section engages the first horizontal tension element, and by the second of the opposite ends of the armature (6) acting in the manner of anchoring on the mounting element (5), wherein the support element (5) engages with its tension element engagement section on the second horizontal tension element. Facades and / or wall construction according to one of claims 20 to 27, characterized, that the anchor (6) has at least one anchoring end, which cooperates with a first section of the holding element (5) to form a positive and / or non-positive connection and / or resilient latching connection. Facades and / or wall construction according to claim 28, characterized, 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 engages; or vice versa, namely that the anchoring end of the anchor (6) at least one Has projection and / or at least one recess and the first section of the holding 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 according to claim 29, characterized, that the anchor (6) is designed as a double-T profile, the one Connecting bridge with two at the ends of the connecting bridge Has transverse webs, the spring section (6f) on the Connection web is formed or the at least one projection and / or the at least one recess is or are formed on the connection web, that the holding element (5) has two U-legs (5u) in the area 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 anchor (6) cooperates 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-leg (5u) of the mounting element (5) and the Spring section (6f) cooperates with the at least one projection and / or the at least one recess. Facades and / or wall construction according to one of claims 20 to 30, characterized, that the plate (1) - preferably with a rectangular outline - has four corner areas, wherein in each of the four corner areas at least one tension element engagement section of mounting elements (5) arranged in the plate (1) engages. 32. facade and / or wall construction according to one of claims 20 to 31, characterized, that the holding element (5) is designed as an axially extending, elongated element, wherein the elongate element has at least one longitudinal section which has the plate anchoring section or the section which cooperates with the anchor (6), and wherein the elongate Element at at least one axial end Has tensile element engagement section. 33. facade and / or wall construction according to claim 32, characterized, 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. 34. facade and / or wall construction according to one of claims 32 or 33, characterized, that the elongate element forming the holding element (5) is designed as an elastic section, preferably elastically arcuate or preferably elastically undulating, and the The plate anchoring section is formed in the elastic section by forming an elastic clamp connection Interaction of the elastic section with the inner wall of the receiving space. 35. facade and / or wall construction according to one of claims 20 to 34, characterized, that several or at least one of the plates (1) accommodated in the supporting structure (2) is placed on the tension elements (3) applied bearing bodies (4) are or are weight-supporting, being provided that the bearing body (4) with the mounting element (5) interacts by the holder element (5), preferably the tension element engagement section of the holder element (5), being arranged between a support formed on the plate (1) and a support formed on the bearing body (4), which supports the weight of the plate (1) forms a supporting support. 36. facade and / or wall construction according to one of claims 20 to 35, characterized, that several or at least one of the plates (1) accommodated in the supporting structure (2) is placed on the tension elements (3) applied bearing bodies (4) are held locked, or is provided, that the bearing body (4) with the mounting element (5) cooperates 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 support formed on the bearing body (4), which determines the position of the plate (1) arresting support forms.