EP1965001B1 - Cladding system for constructions with two dimensional and/or spherical areas to be clad - Google Patents

Cladding system for constructions with two dimensional and/or spherical areas to be clad Download PDF

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Publication number
EP1965001B1
EP1965001B1 EP07007160A EP07007160A EP1965001B1 EP 1965001 B1 EP1965001 B1 EP 1965001B1 EP 07007160 A EP07007160 A EP 07007160A EP 07007160 A EP07007160 A EP 07007160A EP 1965001 B1 EP1965001 B1 EP 1965001B1
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EP
European Patent Office
Prior art keywords
limb
cladding system
support element
manner
cover
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
EP07007160A
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German (de)
French (fr)
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EP1965001A1 (en
EP1965001A8 (en
Inventor
Ulrich Conradi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Laukien GmbH and Co Beteiligungen KG
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Laukien GmbH and Co Beteiligungen KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Laukien GmbH and Co Beteiligungen KG filed Critical Laukien GmbH and Co Beteiligungen KG
Priority to EP07007160A priority Critical patent/EP1965001B1/en
Priority to PL07007160T priority patent/PL1965001T3/en
Priority to PCT/EP2007/003387 priority patent/WO2008104202A1/en
Priority to CA002586322A priority patent/CA2586322A1/en
Priority to US11/797,392 priority patent/US20080209833A1/en
Publication of EP1965001A1 publication Critical patent/EP1965001A1/en
Publication of EP1965001A8 publication Critical patent/EP1965001A8/en
Application granted granted Critical
Publication of EP1965001B1 publication Critical patent/EP1965001B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements

Definitions

  • the invention relates to a clothing system for buildings with two-dimensionally and / or spherically shaped, to be clad areas, comprising at least one support element which can be fastened to the building, and in each case a surface-shaped cover, which can be fastened in the manner of a clamped wing on the support member, and that the support element is formed by two legs each formed in the manner of webs, wherein the first leg is formed substantially orthogonal to the planar building area, whereas the second leg to the first leg is substantially in an orthogonal angular range to this and the first leg on the flat Structural area can be fastened and the second leg serves to abut each of a cover on the second leg.
  • a garment element of this type is known ( US-B-6,354,045 ).
  • this known clothing element relates to a roofing system used on buildings to increase resistance to wind, especially bottom-to-top wind, with respect to wind forces. This should apply equally to the carrying or fastening elements to which the actual clothing elements are attached.
  • the fasteners are provided in addition to the actual attachment task for the inclusion of loading forces and the forces input and forwarding, which generally act on roofs iVm the roof covering elements.
  • Clothing systems of this type which are also known in the art as facade cladding systems or simply cladding facings, are available in a wide variety of constructive designs and aesthetically pleasing appearances for many decades.
  • Such clothing systems in which the individual elements of the clothing systems are made of metal, are used in a variety of designs not only for commercial purposes such as industrial halls, supermarket buildings in shopping centers, sports halls, even schools and pavilions for schools, but even for the clothing privately used residential buildings in order to adapt to the ever more stringent legal regulations with regard to the amount of heat allowed to escape from a private building per area and per time.
  • the advantages of clothing systems with which buildings or structures can be dressed immediately after their construction, but also later in the sense of retrofitting, are well known to the art, so that no further comments about it need to be made here.
  • the clothing system should consist of a few simple-shaped elements in order to keep the cost price both in a building to be covered immediately after construction can, but also to retrofit existing buildings in a simple and cost-effective manner can, and the clothing system itself should consist of extremely simple elements and even existing buildings can be dressed simply, quickly and inexpensively, and that even complicated and spherical surfaces of the building should be able to be dressed in a simple way with the clothing system of the invention ,
  • the cover element has a projection which, together with the first leg, can be fastened together by means of a fastening element having a substantially U-shaped cross-sectional shape.
  • the advantage of the solution according to the invention consists essentially in the fact that the clothing system consists of only two basic elements, which must not be brought in principle at the place of making the clothing of a building to an appropriate level according to the structural conditions of the building to be dressed. Rather, the work of attaching the two basic elements of the clothing system is limited to the attachment of the support element on the structure to be dressed and the then then taking place attachment of the cover each on a support element.
  • the clothing system of substantially connected in an orthogonal angular range on the first leg second leg is tilted in a range of ⁇ 10 ° relative to the orthogonal, whereby it is achieved that in a building to be dressed in the form of said "Faulturmes", which regularly has a shape of an ellipsoid and which has a substantially circular cross section in a section perpendicular through the axis of rotation of the ellipsoid, a simple adaptation to the circular cross section of the "Trulturmes" by the opposite to the orthogonal, by an angle allows the first leg tilted position of the second leg.
  • This tilt angle can already be considered in the course of the production of the support elements depending on the sphere to be dressed, in the present case the circular diameter of an annular clothing segment of the "digester” and is for example preferably ⁇ 5 ° and the largest diameter of the annular clothing section of a “Faulturmes "For example, only 2 °, ie the second leg is preferably connected in an angular range of 2 ° to the first leg.
  • the initially mentioned solution of the support element is in principle the simplest and thus also the most variable variant of the support element par excellence.
  • the support element in this simplest and most flexible variant thus has only one, approximately in the middle of the leg and along the leg center extending and connected at this point with the first leg second leg, i. roughly considered the support element is formed in the simplest embodiment, as it were, a T-profile-shaped element.
  • the support element has two attached to the first leg, two in the manner of wings substantially flat opposite second leg, wherein the support member in this advantageous embodiment in cross-section, as it were formed like a cross-shaped ausgestaltetes profile.
  • connection there are various possibilities for connecting the two legs respectively forming the support element or the three legs forming the support element in order to realize the two basic versions of the support element according to the invention.
  • the type of connection depends on the manufacturing principle used and the type of material from which the individual legs of the support element are formed.
  • the two limbs of the support element consist of metallic material, they can basically be connected to one another by welding. But it is also advantageously possible to connect the second leg of the support member with the first leg by gluing, for example, if the individual legs or at least one leg of a metallic material and the other leg consists of plastic material, which of course also advantageously can be useful, then, for example, if both legs are made of plastic, to connect these two legs by gluing together.
  • the first leg is formed by a plate-shaped element formed, for example in the form of a rectangular plate on which the second leg, which can also be preferably designed as a plate-shaped element, by welding, gluing or by riveting together.
  • Clothing systems known in the art including the generic clothing systems, have in most cases the considerable disadvantage that they do not affect the clothing surface and the joints of the individual elements caused by rain, hail and snow, in per se required dimensions to the outside, ie from the side of the clothing elements directed away from the structure, not only if the clothing elements are not fixed vertically to the structure, but also if the clothing elements are strictly perpendicular to the structure.
  • the clothing system dissipates the incident on the clothing elements rainwater without it impinges on the surface of the building, but it is still a ventilation of the building guaranteed even when applied clothing elements be to evaporate on the building condensed water in turn and be allowed to escape through the garment elements in their joints to the outside.
  • insulating materials such as glass wool or rock wool mats, moisten from the outside by rain, hail and snow, ie to prevent them from soaking up water.
  • these recesses may preferably also have other structures in cross-section, for example advantageously substantially semicircular in cross section in the manner of a channel or also advantageously in cross section in the manner of a polygon.
  • the advantage of providing just provided with these groove or channel-shaped recesses terminal areas is on the one hand that in the connection region of the cover to the support element, the cover does not rest directly on the support element, so that a sufficiently large space in the connection region of the second leg on the the cover rests, is created in the manner of a pipe space through which the water that can penetrate into the connections between cover and support element, can flow off specifically.
  • Another advantage of the groove or groove-shaped depression achieved in the second leg of the cover is that thereby the longitudinal stability of the support element and thus also of the entire clothing system is increased in mounted on a building state and also in that to some extent, the transverse stability of the support member is increased.
  • the groove or channel-shaped depressions can be taken into account in the Spritzguß- or continuous casting, so that in fact no higher production costs in such advantageous configured support elements with groove or groove-shaped depressions is necessary.
  • a cover element has at least one at a substantially obtuse angle ⁇ to the surface of the cover member formed on the first leg of the support member detachably fastened is.
  • This projection can ultimately be achieved in a simple manner that the plate- or sheet-shaped cover in its edge region, where it is to abut against the support element and is to be connected to this, is simply bent angularly, in said obtuse angle ⁇ ,
  • the cover member has, if it is to be attached to two spaced support members, which is the normal case, of course, to both of the spaced support members facing sides of the cover, which is just to span this spacing, said projections or said folds.
  • Due to the cross-sectionally U-shaped envelope element advantageously the open ends between the first leg of the support element and the adjacent adjacent to the said obtuse angle ⁇ adjacent projections of the cover are effectively sealed, so that in this area also extreme driving rainwater can not penetrate.
  • the enveloping elements themselves can be prefabricated as long as desired in order to keep the number of frontally adjacent impacts of the enveloping elements as low as possible, even in the case of a building surface to be covered with respect to its.
  • This embodiment has the advantage that a mounting of the cover or the Abdekkemia on the support element by simply plugging is possible, whereby during assembly already a fixation of the cover on the support element or both cover on the support element is possible and ultimately also a separately be provided element, such as the separate described above Envelope element is dispensable.
  • the free element of the projection formed in the manner of a Hüllettis can take both the at least one first leg of a support member and a thereto abutting projection of a cover member arranged adjacent thereto detachably fastened, i.
  • the attachment of the cover to the respective support member including, the U-shaped envelope element, which includes the two projections of the adjacent cover including the first leg of the support element in itself, can be advantageously carried out by a fastener in the form of a bolt-nut connection.
  • a fastener in the form of a classic rivet or even a pop-rivet to choose a bolt-nut connection but compared to the other compounds where appropriate, the advantage that it is easily solvable again to repairs in the clothing system or on by the Dressing system dressed structure to make, with a bolt-nut connection possibly also increases the appearance of the clothing system as a special architectural structure.
  • the building end of the first leg of the support member is releasably attachable to a structure of the structure, in which case structure may be a building-side fastener, which is either attached directly to the structure, or even in the course of completion of the structure as said building-side structure itself already can be present.
  • these structures are formed for attachment of the support elements to the building.
  • These structures if they are not yet present on the structure to be clad, are selected according to the structural and material specifications found on the structure.
  • the supporting element and the covering element advantageously consist of metallic material, for example of a seawater-resistant aluminum alloy.
  • Aluminum alloys of this type are high strength at a relatively low weight and can with known per se in metal construction means be deformed in a simple manner without cutting, which is particularly true for the cover.
  • At least the supporting element and / or at least the covering element and / or the enveloping element can be provided with a coating before the element or elements are installed or mounted directly on the site of the building to be clad.
  • This coating serves primarily to increase the corrosion resistance of the individual elements against the influence of exhaust gases. Rain, hail and snow or moisture par excellence and the resistance to corrosive-aggressive components of the ambient air, etc.
  • the coating can also cause the function of improving the appearance of the present invention dressed building, which are both metallic coatings such as platings and anodization suitable , but also plastic layers and paint layers that can be applied for example by powder coating or paint spraying.
  • Fig. 1 a structure 11 is shown schematically in the side view, in the form of a so-called.
  • "Faulturmes” is formed, as it is generally used in municipal, but also in commercial sewage treatment plants or wastewater treatment plants.
  • These "digesters” usually have the basic form, as in Fig. 1 is shown. They are usually designed for reasons of strength in a more or less strictly realized form of an ellipsoid, which, based on the Fig. 1 , an imaginary axis of rotation 110 has.
  • Fig. 1 represented by the shape of an ellipsoid, building areas 12, which are thus spherical, ie are curved in all three degrees of freedom, and also building areas 12, in Fig. 1 shown below, although they are also spherical, but are curved only in two degrees of freedom, ie on the type of sections of a cylindrical shell.
  • the vertical lower portion is in the form of a cylindrical shell (in the view from above) made of mineral material such as stones or concrete, whereas the upper free area of the "digester", like the whole ellipsoid, in the form of a metallic container is trained.
  • Fig. 1 with respect to the part shown to the left of axis 110, represents a clothing system 10 as used in the prior art. Further discussion of the known clothing system 10 is not required here since it has been extensively referred to in the description of the invention.
  • the clothing system 10 gem the invention consists of essentially three basic elements, namely the support member 13, the cover 14, which serves the blanket cover of the structure 11 according to its separately shaped building areas 12, and an enveloping element 20, the partial detection, wrapping and Attachment of the support element 13 and the cover 14 with the inclusion of certain projections 141 by means of the enveloping element 20 is used.
  • the projections 141 of the cover 14 and the cover 14 itself will be discussed in more detail below.
  • the support member 13 is in a basic form acc. Fig. 2 It is important to understand but also the presentation of Fig. 4 , However, a second variant of the support element 13 gem. Fig. 3 in a perspective view.
  • the support element 13 consists of a plate-shaped, flat body, which has two quasi-merging into each other first leg 15.
  • a second leg 16 in the manner of a wing in the connection area 17 is connected.
  • the length 1 of the second leg 16 is formed according to the length of the first leg 15, cf. Fig. 4 , and is determined by the structural conditions of the building 11 to be clad with the clothing system 10 according to the invention.
  • the surface which is spanned by the leg 16 is essentially just trained, but it is tilted against the plane spanned by the legs 15 at an acute angle ⁇ , where ⁇ is in the range of 88 °. It should be noted, however, that the angle ⁇ given here by way of example may also be made sharper at 88 ° as a function of the curvature of the spheres of the building 11 to be clad. But it is also possible for the clothing spherically in the opposite way curved building areas 12, the or the legs 16 at an obtuse angle ⁇ to the legs 15 connect.
  • a surface symmetrical support member 13 which is identical to the pre-listed support member 13 is constructed. If the two support elements 13 are moved toward one another in the direction of the arrows 28 and abut the legs 15 of both support elements 13 flat against each other, mentally results in a second embodiment of the support element 13, as in Fig. 3 is shown. Two adjacent support elements 13 in the direction of arrow 28 thus have the same basic construction as the support element 13 gem. Fig.
  • the first variant of the support elements 13, as in Fig. 2 are suitable to be used both in the edge region of building areas 12, where, for example, the clothing for structural or aesthetic reasons should not be continued, or at clothing breaks, and in the assembled direction of the arrows 28 state for clothing areas 12, the both sides of the Supporting elements 13 are provided with cover 14, whereas the variant of the support element 13 gem.
  • Fig. 3 just for these middle, to be clad building areas 12 is suitable.
  • Both the variants gem. Fig. 2 as well as the gem. Fig. 3 and 4 can be made in one piece from injection molded or extruded profiles, for example made of seawater resistant aluminum alloy.
  • FIGS Fig. 5 and 6 The second essential element for the clothing system 10 according to the invention is shown in FIGS Fig. 5 and 6 illustrated, wherein the cover 14 and the cover 14 on the basis of Fig. 5 in relation to the construction and the attachment.
  • the cover elements 14 are substantially flat, flat and sheet-like configured elements, which can also be made as the support member 13 from a suitable seawater resistant aluminum alloy.
  • the angle ⁇ between the second legs 16, 160 and the first leg 15 of the support member 13 is ⁇ 90 °
  • the projections 141 of the cover 14 are enclosed in this position between the inner surfaces of a cross-sectionally U-shaped envelope element 20 and taken hold.
  • Fig. 7 to 9 shown separate embodiment of the cover 14.
  • no separate enveloping elements 20 are required as discrete parts to form together with a respective support member 13 a sealing closure between the cover members 14 and the support member 13.
  • Out Fig. 7 one side of the cover 14 is visible in the cutout, wherein the Fig. 7 to 9 Views on the sides or end faces of the cover 14 and the support member 13 show.
  • FIG Fig. 8 The structure described above in the basic form of the clothing system 10 is described in FIG Fig. 8 in the clipping illustrated, so that reference is made to the above description.
  • the cover 14 acc. Fig. 7 differs from the cover 14 gem. Fig. 8 in that one projection 141 of the cover element 14 is bent or profiled in such a way that it is U-shaped in cross-section.
  • This special training is realized in principle as well as the previously described embodiment of discretely formed Hüllelements 20, wherein, however, the one projection 141 merges into the free end 142 of the projection 141, so here is integrally connected to the cover 14.
  • Fig. 7 formed cover 14 in the direction of the arrow 30 on the support member 13 and its first leg 15 is shifted towards and is already before the projection 141 of the adjacent to the cover 14 gem.
  • In the position of Fig. 9 comprises the cross-sectionally U-shaped profile formed on its projection 141 cover 14 both the first leg 15 of the support member 13 and the angularly shaped projection 141 of the adjacent cover 14, in the 8 and 9 shown on the right.
  • This connection as in Fig. 9 is shown, is formed quasi on the type of connection, as it can also by the discretely formed envelope member 20, so, can be effected.
  • connection for example, when the support member 13 consists of two each having only one leg 16, 160 supporting elements 13 and in the assembled state then a shape analogous to the support member 13 of Fig. 9 accepts.
  • the support element 13 consists in a preferred embodiment of a material having a thickness in the range of 3 mm (plate-shaped first leg 15) and a thickness in the range of 2 mm (second and second legs 16 and 160).
  • the vertical length in the figures is 97 mm and the vertical width is 104 mm.
  • the cover member 14 is in a preferred embodiment of a sheet-metal-shaped material having a width in the range of 600 mm on average and a thickness in the range of 1 to 3 mm.
  • a frictional connection between the cover elements 14, the support member 13 and the enveloping element 20 are made, which also, without having to provide sealant, are largely waterproof.
  • the support member 13 and thus the cover 14 can be connected to the building 11.
  • FIG. 5 schematically shows the upper part of the formed in the form of a "Faulturmes" building 11 acc. Fig. 1 in which the structure 11 consists, for example, of said metal ellipsoid, whereas Fig. 6 the attachment of the support element 13 to the building 11 in the lower region of Fig. 1 represents, in which this building area 12 is formed by mineral materials such as building blocks and / or concrete and has substantially the shape of a cylindrical shell.
  • the first leg 15 is fastened via a screw connection 25 with a separate, here web-shaped fastening element 26, which can be fastened to the metallic body of the building 11, for example by means of welding 29, whereas according to the attachment.
  • the fastening element 26 is designed in the form of an angle or an angle profile, which can be fastened in the masonry or in the concrete of the building 11 by a screw-dowel connection 27.
  • the first leg 15 of the support element 13 is fastened via a rivet connection 25 with the angle-shaped fastening element 26.
  • an insulation 24 may be provided, but does not touch the inner surface 140 of the cover 14, so that air can circulate in this area.
  • At least the outwardly facing surfaces of the support members 13 and the cover members 14 and the Hülliatas 12, but in particular the outer surfaces 140 of the cover 14 may be provided with a coating 23 to increase the corrosion resistance.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Pivots And Pivotal Connections (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Accessory Of Washing/Drying Machine, Commercial Washing/Drying Machine, Other Washing/Drying Machine (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Glass Compositions (AREA)
  • Image Generation (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The system has at least one supporting element for attachment to the building structure (11) with at least one planar covering element that can be fixed to the supporting element in the manner of a tensioned panel. The supporting element is formed by two legs (15, 16) in the form of bridges, whereby the first leg is attached to the flat region so as to be orthogonal to it. Each second leg is orthogonal to its corresponding first leg and is used to attach a cover element.

Description

Die Erfindung betrifft ein Bekleidungssystem für Bauwerke mit zweidimensional und/oder sphärisch geformten, zu bekleidenden Bereichen, umfassend wenigstens ein Tragelement, das am Bauwerk befestigbar ist, und jeweils ein flächenförmig ausgebildetes Abdeckelement, das nach Art eines aufgespannten Flügels am Tragelement befestigbar ist, und daß das Tragelement durch zwei jeweils nach Art von Stegen ausgebildeten Schenkeln gebildet wird, wobei der erste Schenkel im wesentlichen orthogonal zu dem flächigen Bauwerksbereich ausgebildet ist, wohingegen der zweite Schenkel zum ersten Schenkel im wesentlichen in einem orthogonalen Winkelbereich zu diesem liegt und der erste Schenkel am flächigen Bauwerksbereich befestigbar ist und der zweite Schenkel zur Anlage jeweils eines Abdeckelementes an dem zweiten Schenkel dient.The invention relates to a clothing system for buildings with two-dimensionally and / or spherically shaped, to be clad areas, comprising at least one support element which can be fastened to the building, and in each case a surface-shaped cover, which can be fastened in the manner of a clamped wing on the support member, and that the support element is formed by two legs each formed in the manner of webs, wherein the first leg is formed substantially orthogonal to the planar building area, whereas the second leg to the first leg is substantially in an orthogonal angular range to this and the first leg on the flat Structural area can be fastened and the second leg serves to abut each of a cover on the second leg.

Ein Bekleidungselement dieser Art ist bekannt ( US-B-6 354 045 ). Dieses bekannte Bekleidungselement bezieht sich insbesondere auf ein Dachbekleidungssystem, das auf Gebäuden verwendet wird, um in bezug auf Windkräfte die Widerstandsfestigkeit gegenüber dem Wind, insbesondere dem Windeinfluß von unten nach oben, zu erhöhen. Dieses soll gleichermaßen für die Trage- bzw. Befestigungselemente gelten, an denen die eigentlichen Bekleidungselemente befestigt werden. Die Befestigungselemente sind neben der eigentlichen Befestigungsaufgabe auch für die Aufnahme von Belastungskräften und der Kräfteein- bzw. weiterleitung vorgesehen, die allgemein auf Dächer i.V.m. den Dachbekleidungselementen einwirken.A garment element of this type is known ( US-B-6,354,045 ). In particular, this known clothing element relates to a roofing system used on buildings to increase resistance to wind, especially bottom-to-top wind, with respect to wind forces. This should apply equally to the carrying or fastening elements to which the actual clothing elements are attached. The fasteners are provided in addition to the actual attachment task for the inclusion of loading forces and the forces input and forwarding, which generally act on roofs iVm the roof covering elements.

Bekleidungssysteme dieser Art, die in der Fachwelt auch Fassadenbekleidungssysteme oder einfach Fassadenbekleidungen genannt werden, gibt es in den unterschiedlichsten konstruktiven Ausgestaltungen und ästhetisch wirkenden Anmutungen seit vielen Jahrzehnten. Derartige Bekleidungssysteme, bei denen die einzelnen Elemente der Bekleidungssysteme z.B. aus Metall bestehen, werden in den unterschiedlichsten Ausgestaltungen nicht nur für den gewerblichen Zweckbau wie Industriehallen, Supermarktgebäuden in Einkaufszentren, Sporthallen, ja sogar Schulen und Pavillons für Schulen verwendet, sondern sogar auch für die Bekleidung privat genutzter Wohnhäuser, um diese den immer rigider werdenden gesetzlichen Vorschriften im Hinblick auf die aus einem Privatgebäude austreten dürfende Wärmemenge pro Fläche und pro Zeit anpassen zu können. Die Vorteile von Bekleidungssystemen, mit denen Gebäude bzw. Bauwerke unmittelbar nach ihrer Errichtung, aber auch später im Sinne einer Nachrüstung, bekleidet werden können, sind der Fachwelt allgemein bekannt, so daß darüber hier keine weiteren Ausführungen gemacht zu werden brauchen.Clothing systems of this type, which are also known in the art as facade cladding systems or simply cladding facings, are available in a wide variety of constructive designs and aesthetically pleasing appearances for many decades. Such clothing systems, in which the individual elements of the clothing systems are made of metal, are used in a variety of designs not only for commercial purposes such as industrial halls, supermarket buildings in shopping centers, sports halls, even schools and pavilions for schools, but even for the clothing privately used residential buildings in order to adapt to the ever more stringent legal regulations with regard to the amount of heat allowed to escape from a private building per area and per time. The advantages of clothing systems with which buildings or structures can be dressed immediately after their construction, but also later in the sense of retrofitting, are well known to the art, so that no further comments about it need to be made here.

Es ist bekannt, daß Bauwerke bzw. Gebäude, je nach örtlicher Positionierung des Gebäudes und in Abhängigkeit ihrer Längen-, Breiten- und Höhendimension, erheblichen Drücken, hervorgerufen durch Wind, ausgesetzt sein können, wobei das natürlich nicht nur für das Gebäude selbst, sondern auch für die Bekleidung gilt, mittels der das Gebäude bzw. das Bauwerk bekleidet wird bzw. worden ist.It is known that structures or buildings, depending on the local positioning of the building and depending on their length, width and height dimension, considerable pressures caused by wind, can be exposed, which of course not only for the building itself, but also applies to the clothing, by means of which the building or the building is clothed or has been.

Während es beispielsweise verhältnismäßig einfach ist, zweidimensionale, d.h. ebene Flächen, von Gebäuden und Bauwerken mittels derartiger bekannter Bekleidungssysteme sicher zu bekleiden, ist das bei sphärisch geformten Bereichen bzw. Flächen der Bauwerke schon sehr viel schwieriger, insbesondere auch im Hinblick auf eine sichere Befestigung der Elemente des Bekleidungssystems, wenn sie großen Winddrücken ausgesetzt sind. So sind insbesondere im norddeutschen Flachland, d.h. in Meeresnähe, Windgeschwindigkeiten von 12 Beaufort und mehr, das sind 190 km/h bis 200 km/h im Winter und Frühjahr, bisweilen auch schon im Herbst eines Jahres, keine Seltenheit.For example, while it is relatively simple, two-dimensional, i. Flat surfaces of buildings and structures by means of such well-known clothing systems, this is much more difficult in spherically shaped areas or surfaces of the structures, especially with regard to a secure attachment of the elements of the clothing system when exposed to high wind pressures , Thus, especially in north German lowland, i. near the sea, wind speeds of 12 Beaufort and more, that are 190 km / h to 200 km / h in winter and spring, sometimes even in the fall of a year, not uncommon.

Es ist allgemein bekannt, daß beispielsweise sogen. "Faultürme" von Großkläranlagen, wie sie beispielsweise in den Großstädten aufgrund der sehr großen anfallenden Menge an zu klärendem Schmutzwasser anzutreffen sind, in der Nähe der Küsten installiert werden, um das geklärte Abwasser dann nach der Reinigung in den besagten "Faultürmen" und ggf. verschiedener nachgeschalteter Reinigungsstufen auf dem kürzesten Wege in das Meer zu leiten. Dementsprechend sind die Gebäude bzw. die "Faultürme" derartiger Anlagen, auch aufgrund ihrer sehr großen Nähe zum Meer, dem ungestörten Windeinfluß ausgesetzt.It is well known that, for example, so-called. "Digesters" of large sewage treatment plants, such as those found in large cities due to the very large amount of wastewater to be cleared to be installed near the coasts to the clarified wastewater then after cleaning in said "digestion towers" and possibly various downstream purification stages by the shortest route into the sea. Accordingly, the buildings or the "digesters" of such facilities, also exposed due to their very close proximity to the sea, the undisturbed wind influence.

Im Rahmen des allgemein angestrebten, extrem vergrößerten Klärgrades des Abwassers, das eine Kläranlage verläßt, sind große Anstrengungen unternommen worden, um beispielsweise die Temperaturbedingungen, wie sie in derartigen "Faultürmen" für ein effektives Wachstum der Bakterien, die für den Abbau der Verunreinigungen im Abwasser verantwortlich sind, erheblich zu verbessern.In the context of the generally desired, extremely large degree of clarification of the effluent leaving a sewage treatment plant, great efforts have been made, for example, the temperature conditions such as those in such "digesters" for effective growth of bacteria, for the degradation of impurities in the wastewater are responsible to significantly improve.

Man hat deshalb diese "Faultürme" unter Heranziehung effektiver Wärmedämmung bekleidet, um eine möglichst gleiche Temperatur im "Faulturm" im Sommer und im Winter zu garantieren, d.h. auch die besten Bedingungen für das Wachstum der in den "Faultürmen" enthaltenen Bakterien bereitzustellen, was auch mit durchschnittlichem Erfolg gelang, wobei aber auch durch eine Bekleidung entsprechend nachgerüsteter "Faultürme" versucht wurde, die "Anmutung" für den Betrachter erheblich zu verbessern, da unbekleidete "Faultürme" ein in hohem Maße störendes, äußeres Erscheinungsbild für den Betrachter liefern.It has therefore these "digestion towers" dressed using effective thermal insulation to ensure the same temperature as possible in the "digester" in summer and in winter, i. To provide the best conditions for the growth of the bacteria contained in the "digesters", which also succeeded with average success, but also by a dressing of retrofitted "digestion towers" was trying to improve the "look" for the viewer considerably, as unclothed "digesters" provide a highly disturbing, external appearance to the viewer.

Während letzteres mehr oder weniger bei neueren Bekleidungssystemen gelungen ist, ist die Sicherheit der bisherigen Bekleidungssysteme bei hohen Windgeschwindigkeiten nach wie vor mangelhaft, was gerade in jüngster Zeit wieder dazu geführt hat, daß sich bei den Winterstürmen in Norddeutschland großflächig die Bekleidungen von den "Faultürmen" gelöst haben und wie Papier abgerissen und weggetragen worden sind.While the latter has more or less succeeded in newer clothing systems, the safety of the previous clothing systems at high wind speeds is still poor, which has recently led back to the fact that in the winter storms in northern Germany, the clothing from the "digestion towers" have solved and how paper has been torn off and carried away.

Es ist deshalb Aufgabe der vorliegenden Erfindung, ein Bekleidungssystem für Bauwerke der eingangs genannten Art zu schaffen, das in montiertem Zustand am Bauwerk einem außerordentlich großen Winddruck standhalten kann, ohne sich vom Bauwerk zu lösen, das unter Einschluß auch anderer Materialien wie Dämmstoffen, und eine sehr große Temperaturkonstanz für die in einem derartigen "Faulturm" aufgenommene, zu reinigende Flüssigkeit beizubehalten vermag, wobei das Bekleidungssystem aus wenigen, einfach geformten Elementen bestehen können soll, um die Gestehungskosten sowohl bei einem unmittelbar nach der Errichtung zu bekleidenden Gebäude gering halten zu können, aber auch bestehende Gebäude auf einfache und kostengünstige Weise nachrüsten zu können, und wobei das Bekleidungssystem selbst aus äußerst einfachen Elementen bestehen können soll und auch schon bestehende Gebäude einfach, schnell und kostengünstig bekleidet können werden sollen, und daß auch kompliziert und sphärisch ausgebildete Flächen des Gebäudes auf einfache Weise mit dem erfindungsgemäßen Bekleidungssystem bekleidet werden können sollen.It is therefore an object of the present invention to provide a clothing system for buildings of the type mentioned, which can withstand an extremely large wind pressure in the assembled state of the building, without being detached from the structure, including other materials such as insulation materials, and a very high temperature stability for those in such a "digestion tower" is able to maintain recorded liquid to be cleaned, the clothing system should consist of a few simple-shaped elements in order to keep the cost price both in a building to be covered immediately after construction can, but also to retrofit existing buildings in a simple and cost-effective manner can, and the clothing system itself should consist of extremely simple elements and even existing buildings can be dressed simply, quickly and inexpensively, and that even complicated and spherical surfaces of the building should be able to be dressed in a simple way with the clothing system of the invention ,

Die erfindungsgemäße Lösung der Aufgabe besteht darin, daß das Abdeckelement einen Vorsprung aufweist, der gemeinsam mit dem ersten Schenkel durch ein eine im wesentlichen U-profilförmige Querschnittsform aufweisendes Hüllelement hindurch lösbar mittels eines Befestigungsmittels miteinander befestigbar ist.The achievement of the object according to the invention is that the cover element has a projection which, together with the first leg, can be fastened together by means of a fastening element having a substantially U-shaped cross-sectional shape.

Der Vorteil der erfindungsgemäßen Lösung besteht im wesentlichen darin, daß das Bekleidungssystem aus lediglich zwei Grundelementen besteht, die prinzipiell am Ort der Vornahme der Bekleidung eines Gebäudes nicht mehr auf entsprechendes Maß gemäß den konstruktiven Begebenheiten des zu bekleidenden Gebäudes gebracht werden müssen. Vielmehr beschränkt sich die Arbeit der Befestigung der beiden Grundelemente des Bekleidungssystems auf die Befestigung des Tragelementes am zu bekleidenden Bauwerk und die darauf dann erfolgende Befestigung des Abdeckelementes jeweils an einem Tragelement. Handelt es sich beispielsweise um den eingangs genannten, zu bekleidenden "Faulturm" als zu bekleidendes Bauwerk, so brauchen die Tragelemente selbst, nachdem das Grundprinzip des zu bekleidenden Bauwerkes in den Herstellungsvorgang der Tragelemente eingeflossen ist, nicht gesondert entsprechend der sphärischen Oberfläche des "Faulturms" angepaßt zu werden und die eigentlichen Bekleidungselemente werden entsprechend der vorgegebenen Sphäre der Fläche des "Faulturms" im Zuge der Fertigung angepaßt und dann in dieser Form unverändert am "Faulturm" vor Ort mit dem Tragelement bzw. an dem Tragelement verbunden. Damit ist, wie aufgabengemäß angestrebt, eine sehr einfache, aber u.a. gegen Winddruck und Windsog sehr feste bzw. widerstandsfähige Verbindung bzw. Bekleidung mit einfachen Mitteln erreichbar.The advantage of the solution according to the invention consists essentially in the fact that the clothing system consists of only two basic elements, which must not be brought in principle at the place of making the clothing of a building to an appropriate level according to the structural conditions of the building to be dressed. Rather, the work of attaching the two basic elements of the clothing system is limited to the attachment of the support element on the structure to be dressed and the then then taking place attachment of the cover each on a support element. For example, if the above-mentioned, "Faulturm" to be dressed as a building to be dressed, so need the support elements themselves, after the basic principle of clothing structure is incorporated into the manufacturing process of the support elements, not to be adapted separately according to the spherical surface of the "digester" and the actual clothing elements are adjusted according to the given sphere of the surface of the "digester" in the course of manufacturing and then unchanged in this form "Digester" on site with the support element or connected to the support element. This is, as desired, a very simple, but, among other things against wind pressure and wind suction very firm or resistant connection or clothing achievable with simple means.

Dadurch ist es im Rahmen des Möglichen bei dem bewußt angestrebten einfachen und damit kostengünstig bereitstellbaren Bekleidungssystem liegend, soweit wie möglich zu verhindern, daß Wasser in die Verbindungsbereiche zwischen dem ersten Schenkel des Tragelementes und dem daran im wesentlichen flächig angrenzenden Vorsprung des Abdeckelementes eindringt. Es ist somit außerordentlich vorteilhaft, daß der wenigstens eine Vorsprung des Abdeckelementes und der erste Schenkel des Tragelementes gemeinsam durch das eine im wesentlichen U-profilförmige Querschnittsform aufweisendes Hüllelement hindurch lösbar miteinander befestigbar sind.This makes it possible, as far as possible, to prevent water from penetrating into the connecting regions between the first limb of the support element and the protrusion of the cover element substantially adjacent thereto, as far as possible within the deliberate desired simple and hence cost-effective garment system. It is thus extremely advantageous that the at least one projection of the cover and the first leg of the support element are releasably fastened together by the enclosing element having a substantially U-shaped profile cross-sectional shape.

Eine Bekleidung lediglich zweidimensionaler Flächen ist mit den erfindungsgemäßen Tragelementen und mit rechtekkigen Abdeckelementen auf noch einfachere Weise möglich.Clothing only two-dimensional surfaces is possible with the support elements according to the invention and with Rechtekkigen cover elements in a still simpler manner.

Gemäß einer vorteilhaften Ausgestaltung des Bekleidungssystems ist der im wesentlichen in einem orthogonalen Winkelbereich an dem ersten Schenkel angeschlossene zweite Schenkel in einem Bereich von < ± 10° gegenüber der Orthogonalen gekippt, wodurch erreicht wird, daß bei einem zu bekleidenden Bauwerk in Form des besagten "Faulturmes", der regelmäßig eine Form eines Ellipsoiden aufweist und der bei einem Schnitt rechtwinkelig durch die Rotationsachse des Ellipsoiden einen im wesentlichen kreisförmigen Querschnitt hat, eine einfache Anpassung an den kreisförmigen Querschnitt des "Faulturmes" durch den gegenüber der orthogonalen, um einen Winkel gegenüber dem ersten Schenkel abgekippten Stellung des zweiten Schenkels ermöglicht.According to an advantageous embodiment of the clothing system of substantially connected in an orthogonal angular range on the first leg second leg is tilted in a range of <± 10 ° relative to the orthogonal, whereby it is achieved that in a building to be dressed in the form of said "Faulturmes", which regularly has a shape of an ellipsoid and which has a substantially circular cross section in a section perpendicular through the axis of rotation of the ellipsoid, a simple adaptation to the circular cross section of the "Trulturmes" by the opposite to the orthogonal, by an angle allows the first leg tilted position of the second leg.

Dieser Kippwinkel kann schon im Zuge der Herstellung der Tragelemente in Abhängigkeit der zu bekleidenden Sphäre, im vorliegenden Fall des Kreisdurchmessers eines ringförmigen Bekleidungssegments des "Faulturms" berücksichtigt werden und ist beispielsweise vorzugsweise < ± 5° groß und am größten Durchmesser des ringförmigen Bekleidungsabschnittes eines "Faulturmes" beispielsweise nur noch 2° groß, d.h. der zweite Schenkel ist vorzugsweise in einem Winkelbereich von 2° an den ersten Schenkel angeschlossen.This tilt angle can already be considered in the course of the production of the support elements depending on the sphere to be dressed, in the present case the circular diameter of an annular clothing segment of the "digester" and is for example preferably <± 5 ° and the largest diameter of the annular clothing section of a "Faulturmes "For example, only 2 °, ie the second leg is preferably connected in an angular range of 2 ° to the first leg.

Die eingangs lösungsgemäß genannte Variante des Tragelementes ist im Prinzip die einfachste und damit auch variabelste Variante des Tragelementes schlechthin. Das Tragelement in dieser einfachsten und flexibelsten Variante hat somit lediglich einen, in etwa in Schenkelmitte und längs der Schenkelmitte verlaufenden und an dieser Stelle mit dem ersten Schenkel verbundenen zweiten Schenkel, d.h. grob betrachtet wird das Tragelement in der einfachsten Ausgestaltung quasi als T-profilförmiges Element gebildet.The initially mentioned solution of the support element is in principle the simplest and thus also the most variable variant of the support element par excellence. The support element in this simplest and most flexible variant thus has only one, approximately in the middle of the leg and along the leg center extending and connected at this point with the first leg second leg, i. roughly considered the support element is formed in the simplest embodiment, as it were, a T-profile-shaped element.

Gemäß einer vorteilhaften weiteren Ausgestaltung des Bekleidungssystems weist das Tragelement zwei am ersten Schenkel befestigte, zwei sich nach Art von Flügeln im wesentlichen flächig gegenüberliegende zweite Schenkel auf, wobei das Tragelement bei dieser vorteilhaften Ausgestaltung im Querschnitt quasi wie ein kreuzförmig ausgestaltetes Profil ausgebildet ist.According to an advantageous further embodiment of the clothing system, the support element has two attached to the first leg, two in the manner of wings substantially flat opposite second leg, wherein the support member in this advantageous embodiment in cross-section, as it were formed like a cross-shaped ausgestaltetes profile.

Es versteht sich von selbst, daß zwei mit ihren jeweiligen ersten Schenkeln aneinanderliegende Tragelemente der lösungsgemäßen Grundversion, das eine gegenüber dem anderen um 180° gedreht, wiederum die zweite vorteilhafte Ausgestaltung bzw. Version des Tragelementes bilden, wobei darauf im einzelnen noch weiter unten im Zusammenhang mit der Figurenbeschreibung eingegangen wird.It goes without saying that two abutting with their respective first legs support elements of the basic version according to the invention, one rotated over the other by 180 ° , in turn, form the second advantageous embodiment or version of the support element, which in detail below in connection will be discussed with the description of the figures.

Grundsätzlich bestehen diverse Möglichkeiten, die beiden das Tragelement jeweils bildenden Schenkel oder die drei das Tragelement jeweils bildenden Schenkel miteinander zu verbinden, um die beiden erfindungsgemäßen Grundversionen des Tragelementes zu verwirklichen. Die Art der Verbindung ist abhängig von dem verwendeten Herstellungsprinzip und der Art des Werkstoffs, aus dem die einzelnen Schenkel des Tragelementes gebildet werden.In principle, there are various possibilities for connecting the two legs respectively forming the support element or the three legs forming the support element in order to realize the two basic versions of the support element according to the invention. The type of connection depends on the manufacturing principle used and the type of material from which the individual legs of the support element are formed.

Bestehen die beiden Schenkel des Tragelementes aus metallischem Werkstoff, so können diese grundsätzlich vorzugsweise durch Schweißung miteinander verbunden werden. Es ist aber vorteilhafterweise auch möglich, den zweiten Schenkel des Tragelementes mit dem ersten Schenkel durch Klebung zu verbinden, beispielsweise dann, wenn die einzelnen Schenkel oder wenigstens ein Schenkel aus einem metallischen Werkstoff besteht und der andere Schenkel aus Kunststoffwerkstoff besteht, wobei es natürlich auch vorteilhafterweise sinnvoll sein kann, dann, wenn beispielsweise beide Schenkel aus Kunststoff bestehen, diese beiden Schenkel durch Klebung miteinander zu verbinden.If the two limbs of the support element consist of metallic material, they can basically be connected to one another by welding. But it is also advantageously possible to connect the second leg of the support member with the first leg by gluing, for example, if the individual legs or at least one leg of a metallic material and the other leg consists of plastic material, which of course also advantageously can be useful, then, for example, if both legs are made of plastic, to connect these two legs by gluing together.

Eine besonders preisgünstige Ausgestaltung des Tragelementes ist dadurch realisierbar, daß der erste Schenkel durch ein plattenförmig ausgebildetes Element gebildet wird, beispielsweise in Form einer rechteckigen Platte, an dem der zweite Schenkel, der ebenfalls vorzugsweise als plattenförmig ausgebildetes Element gestaltet werden kann, durch Schweißung, Klebung oder durch Nietverbindungen miteinander zu verbinden.A particularly inexpensive embodiment of the support element is thereby realized that the first leg is formed by a plate-shaped element formed, for example in the form of a rectangular plate on which the second leg, which can also be preferably designed as a plate-shaped element, by welding, gluing or by riveting together.

Ganz besonders vorteilhaft ist es aber, sowohl die lösungsgemäße erste Grundvariante des Tragelementes, als auch die vorteilhafte zweite Variante des Tragelementes durch ein entsprechend ausgestaltetes Spritzgußprofil oder ein Stranggußprofil auszubilden. Diese Varianten haben den außerordentlichen Vorteil, daß dann, wenn diese derart ausgebildeten Tragelemente den Spritzguß- oder Stranggußextruder verlassen, quasi fertig sind, d.h. keiner Nachbearbeitung mehr bedürfen, und nur noch auf die gewünschten Längen abgelängt zu werden brauchen.It is very particularly advantageous, however, to design both the solution according to the first basic variant of the support element, as well as the advantageous second variant of the support element by a suitably designed injection molding or a Stranggußprofil. These variants have the extraordinary advantage that when these so-formed support elements leave the injection molding or extrusion extruder, are quasi finished, i. no reworking require more, and only need to be cut to the desired lengths.

Im Stand der Technik bekannte Bekleidungssysteme einschl. der gattungsgemäßen Bekleidungssysteme weisen in den allermeisten Fällen den erheblichen Nachteil auf, daß sie das auf die Bekleidungsfläche und die Verbindungsstellen der einzelnen Elemente auftreffende Wasser, hervorgerufen durch Regen, Hagel und Schnee, nicht in an sich erforderlichem Maße nach außen, d.h. von der vom Bauwerk weggerichteten Seite der Bekleidungselemente, abführen können, und zwar nicht nur dann nicht, wenn die Bekleidungselemente nicht lotrecht am Bauwerk befestigt sind, sondern auch dann, wenn die Bekleidungselemente streng lotrecht an dem Bauwerk befestigt sind.Clothing systems known in the art, including the generic clothing systems, have in most cases the considerable disadvantage that they do not affect the clothing surface and the joints of the individual elements caused by rain, hail and snow, in per se required dimensions to the outside, ie from the side of the clothing elements directed away from the structure, not only if the clothing elements are not fixed vertically to the structure, but also if the clothing elements are strictly perpendicular to the structure.

Es ist nämlich gewünscht, daß das Bekleidungssystem zwar das auf die Bekleidungselemente auftreffende Regenwasser abführt, ohne daß es auf die Oberfläche des Bauwerks auftrifft, es soll aber dennoch eine Belüftung des Bauwerks auch bei aufgebrachten Bekleidungselementen gewährleistet sein, um auf dem Bauwerk kondensiertes Wasser wiederum verdampfen und durch die Bekleidungselemente in ihren Stoßbereichen nach außen entweichen lassen zu können. Zudem soll verhindert werden, daß sich bei bestimmten Bauwerken zwischen den Bekleidungselementen und dem Bauwerk befindende Isoliermaterialien, wie Glaswoll- oder Steinwollmatten, von außen durch Regen, Hagel und Schnee befeuchten, d.h. zu verhindern, daß diese sich mit Wasser vollsaugen.It is in fact desirable that the clothing system dissipates the incident on the clothing elements rainwater without it impinges on the surface of the building, but it is still a ventilation of the building guaranteed even when applied clothing elements be to evaporate on the building condensed water in turn and be allowed to escape through the garment elements in their joints to the outside. In addition, to prevent that in certain structures between the clothing elements and the building located insulating materials, such as glass wool or rock wool mats, moisten from the outside by rain, hail and snow, ie to prevent them from soaking up water.

Diese quasi entgegenstehenden Forderungen, die an das erfindungsgemäße Bekleidungssystem gestellt werden, werden vorteilhafterweise dadurch einer Lösung zugeführt, daß der zweite Schenkel im Querschnitt im Anschlußbereich an den ersten Schenkel eine nutförmige Vertiefung aufweist, wobei die nutförmige Vertiefung vorteilhafterweise im Querschnitt im wesentlichen rechteckförmig ausgebildet ist.These quasi-conflicting demands that are placed on the clothing system according to the invention, are advantageously supplied by a solution that the second leg has a groove-shaped depression in cross section in the connection area to the first leg, wherein the groove-shaped recess is advantageously formed in cross-section substantially rectangular.

Grundsätzlich können diese Vertiefungen aber vorzugsweise im Querschnitt auch andere Strukturen aufweisen, beispielsweise vorteilhafterweise im wesentlichen halbrund im Querschnitt nach Art einer Rinne oder auch vorteilhafterweise im Querschnitt nach Art eines Vielecks.In principle, however, these recesses may preferably also have other structures in cross-section, for example advantageously substantially semicircular in cross section in the manner of a channel or also advantageously in cross section in the manner of a polygon.

Der Vorteil des Vorsehens eben mit diesen nut- bzw. rinnenförmigen Vertiefungen versehener Anschlußbereiche liegt einerseits darin, daß im Anschlußbereich des Abdeckelementes an das Tragelement das Abdeckelement nicht unmittelbar auf dem Tragelement aufliegt, so daß ein genügend großer Raum im Anschlußbereich des zweiten Schenkels, auf dem das Abdeckelement aufliegt, nach Art eines Rohrraumes geschaffen wird, durch den das Wasser, das in die Verbindungen zwischen Abdeckelement und Tragelement eindringen kann, gezielt abfließen kann. Ein weiterer Vorteil, der durch die nut- bzw. rinnenförmige Vertiefung im zweiten Schenkel des Abdeckelements erreicht wird, liegt darin, daß dadurch die Längsstabilität des Tragelementes und somit auch des gesamten Bekleidungssystems in an einem Bauwerk montierten Zustand erhöht wird und auch dadurch, daß in gewissem Umfange auch die Querstabilität des Tragelementes erhöht wird.The advantage of providing just provided with these groove or channel-shaped recesses terminal areas is on the one hand that in the connection region of the cover to the support element, the cover does not rest directly on the support element, so that a sufficiently large space in the connection region of the second leg on the the cover rests, is created in the manner of a pipe space through which the water that can penetrate into the connections between cover and support element, can flow off specifically. Another advantage of the groove or groove-shaped depression achieved in the second leg of the cover, is that thereby the longitudinal stability of the support element and thus also of the entire clothing system is increased in mounted on a building state and also in that to some extent, the transverse stability of the support member is increased.

Bei einer bestimmten vorteilhaften Ausgestaltung des Tragelementes, bei dem dieses als einstückiges Spritzguß- bzw. Stranggußteil ausgebildet ist, können auch dabei die nut- bzw. rinnenförmigen Vertiefungen bei der Spritzguß- bzw. Stranggußform berücksichtigt werden, so daß faktisch kein höherer Fertigungsaufwand bei derart vorteilhaft ausgestalteten Tragelementen mit nut- bzw. rinnenförmigen Vertiefungen nötig ist.In a particular advantageous embodiment of the support element, in which this is designed as a one-piece Spritzguß- or continuous casting, also the groove or channel-shaped depressions can be taken into account in the Spritzguß- or continuous casting, so that in fact no higher production costs in such advantageous configured support elements with groove or groove-shaped depressions is necessary.

Bei Bekleidungssystemen, die bei sphärisch geformten Flächenbereichen eines zu bekleidenden Bauwerks herangezogen werden sollen, ist es vorteilhaft, daß beispielsweise ein Abdeckelement wenigstens den einen in einem im wesentlichen stumpfen Winkel β zur Fläche des Abdeckelementes ausgebildeten Vorsprung aufweist, der am ersten Schenkel des Tragelementes lösbar befestigbar ist. Dieser Vorsprung kann letztlich auf einfache Weise dadurch erreicht werden, daß das platten- bzw. blechförmige Abdeckelement in seinem Randbereich, an dem es an das Tragelement anliegen soll und mit diesem verbunden werden soll, einfach winkelförmig abgekantet wird, und zwar in besagtem stumpfen Winkel β.For clothing systems to be used in spherically shaped surface areas of a building to be clad, it is advantageous that, for example, a cover element has at least one at a substantially obtuse angle β to the surface of the cover member formed on the first leg of the support member detachably fastened is. This projection can ultimately be achieved in a simple manner that the plate- or sheet-shaped cover in its edge region, where it is to abut against the support element and is to be connected to this, is simply bent angularly, in said obtuse angle β ,

Das Abdeckelement weist, wenn es an zwei voneinander beabstandeten Tragelementen befestigt werden soll, was an sich der Normalfall ist, natürlich zu beiden der voneinander beabstandeten Tragelemente weisenden Seiten des Abdeckelementes, das eben diese Beabstandung überspannen soll, besagte Vorsprünge bzw. besagte Abkantungen auf. Durch das im Querschnitt U-profilförmige Hüllelement werden vorteilhafterweise die offenen Stirnenden zwischen dem ersten Schenkel des Tragelementes und den beidseitig angrenzenden, um den besagten stumpfen Winkel β angrenzenden Vorsprünge der Abdeckelemente faktisch abgedichtet, so daß in diesem Bereich auch extremes Schlagregenwasser nicht eindringen kann. Die Hüllelemente selbst können beliebig lang vorkonfektioniert sein, um auch bei einem in bezug auf seine zu bekleidende Bauwerksfläche die Zahl der stirnseitig angrenzenden Stöße der Hüllelemente so gering wie möglich zu halten.The cover member has, if it is to be attached to two spaced support members, which is the normal case, of course, to both of the spaced support members facing sides of the cover, which is just to span this spacing, said projections or said folds. Due to the cross-sectionally U-shaped envelope element advantageously the open ends between the first leg of the support element and the adjacent adjacent to the said obtuse angle β adjacent projections of the cover are effectively sealed, so that in this area also extreme driving rainwater can not penetrate. The enveloping elements themselves can be prefabricated as long as desired in order to keep the number of frontally adjacent impacts of the enveloping elements as low as possible, even in the case of a building surface to be covered with respect to its.

Gem. einer sehr vorteilhaften weiteren Ausführungsform des Bekleidungselementes ist der wenigstens eine Vorsprung des Abdeckelementes im Querschnitt U-profilförmig ausgebildet und umgreift in an dem ersten Schenkel des Tragelementes anliegenden Zustand mit seinem freien Ende wenigstens den ersten Schenkel eines Tragelements nach Art eines Hüllelementes lösbar befestigbar, d.h. bei dieser vorteilhaften Ausgestaltung des Bekleidungssystems ist das Hüllelement integral mit dem Abdeckelement ausgebildet. Diese Ausgestaltung hat den Vorteil, daß dadurch eine Montage des Abdeckelementes bzw. der Abdekkelemente am Tragelement durch einfaches Aufstecken möglich ist, wodurch während der Montage schon eine Fixierung des Abdeckelementes an dem Tragelement bzw. beider Abdeckelemente am Tragelement möglich ist und letztlich auch ein gesondert bereitzustellendes Element, wie das zuvor beschriebene gesonderte Hüllelement, entbehrlich ist.Gem. A very advantageous further embodiment of the garment element, the at least one projection of the cover in cross-section U-shaped profile and surrounds in adjacent to the first leg of the support element state with its free end at least the first leg of a support member in the manner of a Hüllelementes releasably fastened, ie in this advantageous embodiment of the clothing system, the enveloping element is formed integrally with the cover. This embodiment has the advantage that a mounting of the cover or the Abdekkelemente on the support element by simply plugging is possible, whereby during assembly already a fixation of the cover on the support element or both cover on the support element is possible and ultimately also a separately be provided element, such as the separate described above Envelope element is dispensable.

Vorzugsweise kann das nach Art eines Hüllelementes ausgebildete freie Element des Vorsprungs sowohl den wenigstens einen ersten Schenkel eines Tragelementes als auch einen daran anliegenden Vorsprung eines benachbart dazu angeordneten Abdeckelementes lösbar befestigbar ergreifen, d.h. das nach Art eines Hüllelementes ausgebildete freie Ende des Vorsprungs ist nur an einem Vorsprung der beiderseitig ausgebildeten Vorsprünge der eines Abdeckelementes ausgebildet, während bei einer noch anderen vorteilhaften Ausgestaltung des Bekleidungselements die jeweiligen beidseitigen Vorsprünge eines Abdeckelementes im Querschnitt U-profilförmig ausgebildet sind, wobei diese Ausgestaltung des Bekleidungssystems es zuläßt, daß in einer Reihe von nebeneinander angeordneten Abdekkelementen ein Abdeckelement beidseitig mit nach Art eines Hüllelementes ausgebildete jeweilige freien Enden des Vorsprungs aufweist, wohingegen immer das dazu jeweils benachbarte Abdeckelement im Querschnitt lediglich winkelförmig ausgebildete Vorsprünge aufweist.Preferably, the free element of the projection formed in the manner of a Hüllelementes can take both the at least one first leg of a support member and a thereto abutting projection of a cover member arranged adjacent thereto detachably fastened, i. formed in the manner of a Hüllelementes free end of the projection is formed only on a projection of the mutually formed projections of a cover, while in yet another advantageous embodiment of the garment element, the respective two-sided projections of a cover in cross-section U-shaped profile, said this configuration the clothing system allows that in a series of adjacently arranged Abdekkelementen a cover on both sides formed in the manner of a Hüllelementes respective free ends of the projection, whereas always the adjacent each cover element in cross-section has only angularly formed projections.

Die Befestigung der Abdeckelemente an dem jeweiligen Tragelement einschl, des U-profilförmigen Hüllelementes, das die beiden Vorsprünge der angrenzenden Abdeckelemente einschl, des ersten Schenkels des Tragelementes in sich einschließt, kann vorteilhafterweise durch ein Befestigungsmittel in Form einer Bolzen-Mutter-Verbindung erfolgen. Prinzipiell ist es aber auch möglich, ein Befestigungsmittel in Form einer klassischen Nietverbindung oder aber auch einer Pop-Nietverbindung zu wählen, eine Bolzen-Mutter-Verbindung hat aber gegenüber den anderen Verbindungen ggf. den Vorteil, daß diese auf einfache Weise wieder lösbar ist, um Reparaturen im Bekleidungssystem bzw. am durch das Bekleidungssystem bekleideten Bauwerk vornehmen zu können, wobei eine Bolzen-Mutter-Verbindung ggf. auch als besondere architektonische Struktur die Anmutung des Bekleidungssystems erhöht.The attachment of the cover to the respective support member including, the U-shaped envelope element, which includes the two projections of the adjacent cover including the first leg of the support element in itself, can be advantageously carried out by a fastener in the form of a bolt-nut connection. In principle, it is also possible, a fastener in the form of a classic rivet or even a pop-rivet to choose a bolt-nut connection but compared to the other compounds where appropriate, the advantage that it is easily solvable again to repairs in the clothing system or on by the Dressing system dressed structure to make, with a bolt-nut connection possibly also increases the appearance of the clothing system as a special architectural structure.

Das bauwerkseitige Ende des ersten Schenkels des Tragelementes ist an einer Struktur des Bauwerkes lösbar befestigbar, wobei Struktur in diesem Falle ein bauwerkseitiges Befestigungselement sein kann, das entweder nachträglich am Bauwerk direkt befestigt ist, oder aber schon im Zuge der Fertigstellung des Bauwerks als besagte bauwerkseitige Struktur selbst schon vorhanden sein kann.The building end of the first leg of the support member is releasably attachable to a structure of the structure, in which case structure may be a building-side fastener, which is either attached directly to the structure, or even in the course of completion of the structure as said building-side structure itself already can be present.

Je nach Art des Bauwerkes, ob nun in Form einer metallischen Konstruktion, beispielsweise des besagten "Faulturmes", oder in Form eines klassisch gemauerten Bauwerkes oder in Form einer Betonkonstruktion des Bauwerkes, werden diese Strukturen zur Befestigung der Tragelemente am Bauwerk ausgebildet. Diese Strukturen werden, wenn sie am zu bekleidenden Bauwerk selbst noch nicht vorhanden sind, entsprechend der am Bauwerk vorgefundenen konstruktiven und werkstoffgemäßen Vorgaben ausgewählt.Depending on the type of structure, whether in the form of a metallic construction, for example of the said "digester", or in the form of a classical masonry structure or in the form of a concrete structure of the structure, these structures are formed for attachment of the support elements to the building. These structures, if they are not yet present on the structure to be clad, are selected according to the structural and material specifications found on the structure.

Wie eingangs schon angedeutet, bestehen das Tragelement und das Abdeckelement vorteilhafterweise aus metallischem Werkstoff, beispielsweise aus einer seewasserbeständigen Aluminiumlegierung. Aluminiumlegierungen dieser Art sind bei verhältnismäßig geringem Gewicht hochfest und können mit an sich im Metallbau bekannten Mitteln auf einfache Weise spanlos verformt werden, was insbesondere für die Abdeckelemente gilt.As already indicated, the supporting element and the covering element advantageously consist of metallic material, for example of a seawater-resistant aluminum alloy. Aluminum alloys of this type are high strength at a relatively low weight and can with known per se in metal construction means be deformed in a simple manner without cutting, which is particularly true for the cover.

Schließlich kann auf außerordentlich vorteilhafte Weise wenigstens das Tragelement und/oder wenigstens das Abdeckelement und/oder das Hüllelement mit einer Beschichtung versehen sein, bevor das Element bzw. die Elemente unmittelbar am Ort des zu bekleidenden Bauwerks verbaut bzw. montiert werden. Diese Beschichtung dient in erster Linie der Erhöhung der Korrosionsbeständigkeit der einzelnen Elemente gegenüber der Beeinflussung durch Abgase. Regen, Hagel und Schnee bzw. Feuchtigkeit schlechthin und der Beständigkeit auch gegenüber korrosionsaggressiver Bestandteile der Umgebungsluft usw. Die Beschichtung kann aber auch zusätzlich die Funktion der Verbesserung der Anmutung des erfindungsgemäß bekleideten Gebäudes bewirken, wobei als Beschichtung sich sowohl metallische Beschichtungen wie Plattierungen und Eloxalschichten eignen, aber auch Kunststoffschichten und auch Farbschichten, die beispielsweise durch Pulverbeschichtung oder Farbspritzen aufgebracht werden können.Finally, in an extraordinarily advantageous manner, at least the supporting element and / or at least the covering element and / or the enveloping element can be provided with a coating before the element or elements are installed or mounted directly on the site of the building to be clad. This coating serves primarily to increase the corrosion resistance of the individual elements against the influence of exhaust gases. Rain, hail and snow or moisture par excellence and the resistance to corrosive-aggressive components of the ambient air, etc. However, the coating can also cause the function of improving the appearance of the present invention dressed building, which are both metallic coatings such as platings and anodization suitable , but also plastic layers and paint layers that can be applied for example by powder coating or paint spraying.

Die Erfindung wird nun unter Bezugnahme auf die nachfolgenden schematischen Zeichnungen anhand eines Ausführungsbeispieles im einzelnen beschrieben. Darin zeigen:

Fig. 1
schematisch in der Seitenansicht ein teilweise beschichtetes Bauwerk in Form eines der Abwasserreinigung dienenden "Faulturmes" mit teilweiser äußerer metallischer und teilweise äußerer mineralischer Struktur,
Fig. 2
im Schnitt zwei Tragelemente in der erfindungsgemäßen Grundversion,
Fig. 3
im Schnitt ein Tragelement in einer zweiten Grundversion,
Fig. 4
in perspektivischer Darstellung ein Tragelement gem, der Darstellung von Fig. 3,
Fig. 5
im Ausschnitt im Schnitt eine äußere Struktur des Bauwerkes, an der das Tragelement gem, den Figuren 2 bis 4 befestigt ist, wobei an dem Tragelement an seinem freien Ende des ersten Schenkels jeweils beidseitig ein Abdeckelement unter Einschluß der Vorsprünge der angrenzenden Abdeckelemente ein Hüllelement mit einer Schrauben-Mutter-Verbindung befestigt sind,
Fig. 6
eine Befestigung des Tragelementes, der Abdekkelemente sowie des Hüllelementes an einer Struktur des Bauwerkes gem. Fig. 5, bei der aber das Bauwerk eine mineralische Struktur (Mauerwerk oder Beton) aufweist,
Fig. 7
in der Seitenansicht ein nach Art eines Hüllelementes im Querschnitt U-profilförmig ausgebildetes freies eines Ende eines Vorsprungs eines Abdeckelementes,
Fig. 8
in der Seitenansicht ein Tragelement mit einem an dem ersten Schenkel des Tragelementes anliegenden Vorsprung eines Abdeckelementes, wobei der Vorsprung lediglich in bezug auf die Fläche des Abdeckelementes im Querschnitt winkelförmig ausgebildet ist, und
Fig. 9
in der Seitenansicht der gem. Fig. 7 auf dem am ersten Schenkel des Tragelementes anliegende winkelförmige Vorsprung des Abdeckelements, und das in Pfeilrichtung gem. Fig. 7 aufgeschobene, Im Querschnitt U-profilförmig ausgebildete freie Ende des Vorsprungs des benachbarten Abdeckelements, das nach Art eines Hüllelementes ausgebildet ist.
The invention will now be described in detail with reference to the following schematic drawings using an exemplary embodiment. Show:
Fig. 1
schematically, in side view, a partially coated building in the form of a wastewater treatment "digestion tower" with partial outer metallic and partially outer mineral structure,
Fig. 2
on average, two support elements in the basic version according to the invention,
Fig. 3
on average, a support element in a second basic version,
Fig. 4
in perspective view a support element gem, the representation of Fig. 3 .
Fig. 5
in section a section of an outer structure of the building, where the support element gem, the FIGS. 2 to 4 is fastened, wherein on the support element at its free end of the first leg in each case a cover element, including the projections of the adjacent cover elements, a cover element with a screw-nut connection are fastened on both sides,
Fig. 6
an attachment of the support element, the Abdekkelemente and the Hüllelementes to a structure of the building acc. Fig. 5 but in which the building has a mineral structure (masonry or concrete),
Fig. 7
in the side view a in the manner of a Hüllelementes in cross-section U-shaped profiled free one end of a projection of a cover,
Fig. 8
in side view, a support member having a voltage applied to the first leg of the support element projection of a cover, wherein the projection is formed angularly in cross section only with respect to the surface of the cover, and
Fig. 9
in the side view of gem. Fig. 7 on the voltage applied to the first leg of the support element angular projection of the cover, and in the direction of arrow gem. Fig. 7 deferred, in cross-section U-shaped profile free end of the projection of the adjacent cover member, which is formed in the manner of a Hüllelementes.

Es wird zunächst Bezug genommen auf die Darstellung von Fig. 1, in der schematisch ein Bauwerk 11 in der Seitenansicht dargestellt ist, das in Form eines sogen. "Faulturmes" ausgebildet ist, wie er allgemein in kommunalen, aber auch in gewerblichen Kläranlagen bzw. Abwasserreinigungsanlagen Verwendung findet. Diese "Faultürme" weisen in der Regel die Grundform auf, wie sie in Fig. 1 dargestellt ist. Sie werden in der Regel aus Festigkeitsgründen in einer mehr oder weniger streng verwirklichten Form eines Ellipsoiden ausgebildet, der, bezogen auf die Fig. 1, eine gedachte Rotationsachse 110 aufweist.First, reference will be made to the illustration of Fig. 1 in which a structure 11 is shown schematically in the side view, in the form of a so-called. "Faulturmes" is formed, as it is generally used in municipal, but also in commercial sewage treatment plants or wastewater treatment plants. These "digesters" usually have the basic form, as in Fig. 1 is shown. They are usually designed for reasons of strength in a more or less strictly realized form of an ellipsoid, which, based on the Fig. 1 , an imaginary axis of rotation 110 has.

Der in Fig. 1 dargestellte "Faulturm" weist, durch die Form eines Ellipsoiden bedingt, Bauwerksbereiche 12 auf, die somit sphärisch ausgebildet sind, d.h. in allen drei Freiheitsgraden gekrümmt sind, und auch Bauwerksbereiche 12, in Fig. 1 unten dargestellt, die zwar auch sphärisch ausgebildet sind, allerdings nur in zwei Freiheitsgraden gekrümmt sind, d.h. nach Art von Abschnitten eines zylindrischen Mantels. Bei dem "Faulturm" gem. Fig. 1 ist der vertikal untere Bereich in Form eines zylindrischen Mantels (in der Ansicht von oben) ausgebildet, und zwar aus mineralischem Werkstoff wie Steinen oder Beton, wohingegen der obere, freie Bereich des "Faulturmes", wie der gesamte Ellipsoid, in Form eines metallischen Behälters ausgebildet ist.The in Fig. 1 represented by the shape of an ellipsoid, building areas 12, which are thus spherical, ie are curved in all three degrees of freedom, and also building areas 12, in Fig. 1 shown below, although they are also spherical, but are curved only in two degrees of freedom, ie on the type of sections of a cylindrical shell. At the "digestion tower" gem. Fig. 1 the vertical lower portion is in the form of a cylindrical shell (in the view from above) made of mineral material such as stones or concrete, whereas the upper free area of the "digester", like the whole ellipsoid, in the form of a metallic container is trained.

Alle diese Bereiche des "Faulturmes" sollen mit dem erfindungsgemäßen Bekleidungssystem 10 bekleidet werden.All these areas of the "digester tower" are to be clothed with the clothing system 10 according to the invention.

Der in Fig. 1, bezogen auf den von der Achse 110 links dargestellten Teil, stellt ein Bekleidungssystem 10 dar, wie es im Stand der Technik verwendet wird. Ein weiteres Eingehen auf das bekannte Bekleidungssystem 10 ist hier nicht erforderlich, da darauf in der Beschreibungseinleitung der Erfindung eingehend Bezug genommen worden war.The in Fig. 1 with respect to the part shown to the left of axis 110, represents a clothing system 10 as used in the prior art. Further discussion of the known clothing system 10 is not required here since it has been extensively referred to in the description of the invention.

Das Bekleidungssystem 10 gem, der Erfindung besteht aus im wesentlichen drei Grundelementen, nämlich dem Tragelement 13, dem Abdeckelement 14, das der flächendeckende Abdeckung des Bauwerks 11 entsprechend seiner gesondert geformten Bauwerksbereiche 12 dient, und einem Hüllelement 20, das der teilweisen Erfassung, Einhüllung und Befestigung des Tragelementes 13 und des Abdeckelementes 14 unter Einschluß bestimmter Vorsprünge 141 mittels des Hüllelementes 20 dient. Auf die Vorsprünge 141 des Abdeckelementes 14 und auf das Abdeckelement 14 selbst wird noch weiter unten im einzelnen eingegangen.The clothing system 10 gem, the invention consists of essentially three basic elements, namely the support member 13, the cover 14, which serves the blanket cover of the structure 11 according to its separately shaped building areas 12, and an enveloping element 20, the partial detection, wrapping and Attachment of the support element 13 and the cover 14 with the inclusion of certain projections 141 by means of the enveloping element 20 is used. The projections 141 of the cover 14 and the cover 14 itself will be discussed in more detail below.

Das Tragelement 13 besteht in einer Grundform gem. Fig. 2, heranzuziehen ist für das Verständnis aber auch die Darstellung von Fig. 4, die allerdings eine zweite Variante des Tragelementes 13 gem. Fig. 3 in perspektivischer Darstellung zeigt. Das Tragelement 13 besteht aus einem plattenförmigen, flachen Körper, der zwei quasi ineinander übergehende erste Schenkel 15 aufweist. Im im wesentlichen mittleren Bereich des plattenförmigen Körpers des Tragelementes 13 ist ein zweiter Schenkel 16 nach Art eines Flügels im Anschlußbereich 17 angeschlossen. Die Länge 1 des zweiten Schenkels 16 ist entsprechend der Länge des ersten Schenkels 15 ausgebildet, vgl. Fig. 4, und bestimmt sich nach den konstruktiven Gegebenheiten des zu bekleidenden Bauwerkes 11 mit dem erfindungsgemäßen Bekleidungssystem 10. Die Fläche, die durch den Schenkel 16 aufgespannt wird, ist im wesentlichen eben ausgebildet, sie ist aber gegenüber der durch die Schenkel 15 aufgespannten Ebene in einem spitzen Winkel α abgekippt, wobei α im Bereich von 88° liegt. Es sei aber darauf hingewiesen, daß der hier beispielhaft angegebene Winkel α mit 88° in Abhängigkeit der Krümmung der Sphären des zu bekleidenden Bauwerks 11 auch noch spitzer ausgebildet sein kann. Es ist aber auch für die Bekleidung sphärisch in entgegengesetzter Weise gekrümmter Bauwerksbereiche 12 möglich, die bzw. den Schenkel 16 in einem stumpfen Winkel β an die Schenkel 15 anzuschließen.The support member 13 is in a basic form acc. Fig. 2 It is important to understand but also the presentation of Fig. 4 , However, a second variant of the support element 13 gem. Fig. 3 in a perspective view. The support element 13 consists of a plate-shaped, flat body, which has two quasi-merging into each other first leg 15. In the substantially central region of the plate-shaped body of the support element 13, a second leg 16 in the manner of a wing in the connection area 17 is connected. The length 1 of the second leg 16 is formed according to the length of the first leg 15, cf. Fig. 4 , and is determined by the structural conditions of the building 11 to be clad with the clothing system 10 according to the invention. The surface which is spanned by the leg 16 is essentially just trained, but it is tilted against the plane spanned by the legs 15 at an acute angle α, where α is in the range of 88 °. It should be noted, however, that the angle α given here by way of example may also be made sharper at 88 ° as a function of the curvature of the spheres of the building 11 to be clad. But it is also possible for the clothing spherically in the opposite way curved building areas 12, the or the legs 16 at an obtuse angle β to the legs 15 connect.

Unmittelbar im Anschlußbereich 17 des zweiten Schenkels 16 an den ersten Schenkel 15 verspringt der Schenkel 16 nach Art einer Rinne 19, d.h. es wird eine nutförmige Vertiefung 18 gebildet. Auf diese nutförmige Vertiefung 18 bzw. die dadurch gebildete Rinne 19 wird noch weiter unten hingewiesen.Immediately in the terminal region 17 of the second leg 16 to the first leg 15 of the leg 16 leaps in the manner of a channel 19, i. it is a groove-shaped recess 18 is formed. In this groove-shaped recess 18 and the channel 19 formed thereby is pointed out below.

In Fig. 2 ist rechts neben dem zuvor beschriebenen Tragelement 13 ein flächensymmetrisches Tragelement 13 dargestellt, das identisch zu dem voraufgeführten Tragelement 13 aufgebaut ist. Werden die beiden Tragelemente 13 in Richtung der Pfeile 28 aufeinander zu bewegt und stoBen die Schenkel 15 beider Tragelemente 13 flächig aneinander an, ergibt sich gedanklich eine zweite Ausführungsform des Tragelementes 13, wie sie in Fig. 3 dargestellt ist. Zwei in Pfeilrichtung 28 aneinanderliegende Tragelemente 13 weisen somit die gleiche Grundkonstruktion wie das Tragelement 13 gem. Fig. 3 auf, wobei dieses lediglich einen (einzigen) ersten Schenkel 15 aufweist, an den auf zuvor beschriebene Weise nunmehr auf beiden Seiten in den jeweiligen Anschlußbereichen 17, 170 die zweiten Schenkel 16, 160 angeschlossen sind und beidseitig des ersten Schenkels 15 im Anschlußbereich 17. 170 jeweilige Rinnen 19, 190 durch nutförmige Vertiefungen 18, 180 der zweiten Schenkel 16, 160 ausgebildet werden.In Fig. 2 is shown on the right next to the support element 13 described above, a surface symmetrical support member 13, which is identical to the pre-listed support member 13 is constructed. If the two support elements 13 are moved toward one another in the direction of the arrows 28 and abut the legs 15 of both support elements 13 flat against each other, mentally results in a second embodiment of the support element 13, as in Fig. 3 is shown. Two adjacent support elements 13 in the direction of arrow 28 thus have the same basic construction as the support element 13 gem. Fig. 3 which only has one (single) first leg 15, to which the second legs 16, 160 are now connected on both sides in the respective connection areas 17, 170, and on both sides of the first leg 15 in the connection area 17 respective grooves 19, 190 through groove-shaped depressions 18, 180 of the second legs 16, 160 are formed.

Die erste Variante der Tragelemente 13, wie sie in Fig. 2 dargestellt sind, eignet sich sowohl im Randbereich von Bauwerksbereichen 12 eingesetzt zu werden, wo beispielsweise die Bekleidung aus konstruktiven oder ästhetischen Gründen nicht fortgesetzt werden soll, oder bei Bekleidungsunterbrechungen, als auch im in Richtung der Pfeile 28 zusammengefügten Zustand für Bekleidungsbereiche 12, die beidseitig der Tragelemente 13 mit Abdeckelementen 14 versehen werden, wohingegen die Variante des Tragelementes 13 gem. Fig. 3 sich eben für diese mittleren, zu verkleidenden Bauwerksbereiche 12 eignet. Sowohl die Varianten gem. Fig. 2 als auch die gem. Fig. 3 und 4 können einstückig aus spritzgußgeformten bzw. stranggußgepreßten Profilen, beispielsweise aus seewasserbeständiger Aluminiumlegierung hergestellt werden.The first variant of the support elements 13, as in Fig. 2 are suitable to be used both in the edge region of building areas 12, where, for example, the clothing for structural or aesthetic reasons should not be continued, or at clothing breaks, and in the assembled direction of the arrows 28 state for clothing areas 12, the both sides of the Supporting elements 13 are provided with cover 14, whereas the variant of the support element 13 gem. Fig. 3 just for these middle, to be clad building areas 12 is suitable. Both the variants gem. Fig. 2 as well as the gem. Fig. 3 and 4 can be made in one piece from injection molded or extruded profiles, for example made of seawater resistant aluminum alloy.

Das zweite wesentliche Element für das erfindungsgemäße Bekleidungssystem 10 ist in den Fig. 5 und 6 dargestellt, wobei das Abdeckelement 14 bzw. die Abdeckelemente 14 anhand der Fig. 5 in n bezug auf den Aufbau und die Befestigung dargestellt werden. Die Abdeckelemente 14 sind im wesentlichen ebene, flächige und blechförmig ausgestaltete Elemente, die ebenfalls wie das Tragelement 13 aus einer geeigneten, seewasserbeständigen Aluminiumlegierung hergestellt werden können. Die Abdeckelemente 14, in Fig. 5 und 6 sind jeweils zwei Abdeckelemente 14 dargestellt, die an ein Tragelement 13 angeschlossen sind, weisen an ihren zum Tragelement 13 weisenden Enden jeweilige Vorsprünge 141 auf, die, ausgehend von der durch die Abdeckelemente 14 aufgespannten jeweiligen Flächen 140, in einem stumpfen Winkel β ausgerichtet sind, wobei diese Vorsprünge 141 fertigungstechnisch auf einfache Weise an den jeweiligen, an das Tragelement 13 weisenden Enden der Abdeckelemente 14 durch Abkantung ausgebildet sind, was aus den Fig. 5 und 6 deutlich erkennbar ist. Da der Winkel β zwischen den zweiten Schenkeln 16, 160 und dem ersten Schenkel 15 des Tragelementes 13 < 90° ist, der Winkel β zwischen den Vorsprüngen 141 und der Fläche des Abdeckelementes 140 um den gleichen Betrag, ausgehend von einem rechten Winkel zwischen beiden Schenkeln 15 und 16 von 90°, gleich sind, liegen die Vorsprünge 141 bündig am freien Teil des ersten Schenkels 15 an und gleichzeitig liegen auch die Flächen 140 des Abdeckelementes 14 bündig auf den durch die zweiten Schenkel 16, 160 gebildeten Flächen des Tragelementes 13 an. Dieser Zustand ist in Fig. 5 und 6 dargestellt.The second essential element for the clothing system 10 according to the invention is shown in FIGS Fig. 5 and 6 illustrated, wherein the cover 14 and the cover 14 on the basis of Fig. 5 in relation to the construction and the attachment. The cover elements 14 are substantially flat, flat and sheet-like configured elements, which can also be made as the support member 13 from a suitable seawater resistant aluminum alloy. The cover elements 14, in Fig. 5 and 6 If two cover elements 14 are respectively shown, which are connected to a support element 13, have at their ends pointing to the support element 13 respective projections 141, which, starting from the plane defined by the cover 14 respective surfaces 140, are aligned at an obtuse angle β, these projections 141 production technology in a simple manner to the respective, to the Supporting element 13 facing ends of the cover 14 are formed by bending, which from the Fig. 5 and 6 is clearly visible. Since the angle β between the second legs 16, 160 and the first leg 15 of the support member 13 is <90 °, the angle β between the projections 141 and the surface of the cover member 140 by the same amount, starting from a right angle between the two legs 15 and 16 of 90 °, are the same, are the projections 141 flush with the free part of the first leg 15 and at the same time are also the surfaces 140 of the cover 14 flush on the surfaces formed by the second legs 16, 160 surfaces of the support member 13. This condition is in Fig. 5 and 6 shown.

Die Vorsprünge 141 des Abdeckelementes 14 werden in dieser Stellung zwischen den Innenflächen eines im Querschnitt U-profilförmig ausgebildeten Hüllelementes 20 eingeschlossen und haltend ergriffen.The projections 141 of the cover 14 are enclosed in this position between the inner surfaces of a cross-sectionally U-shaped envelope element 20 and taken hold.

Der vorangehend beschriebene Aufbau der Tragelemente 13 sowie der Abdeckelemente 14 gilt grundsätzlich auch für die in den Fig. 7 bis 9 dargestellte gesonderte Ausgestaltung der Abdeckelemente 14. Bei diesen in den Fig. 7 bis 9 dargestellten Ausgestaltungen des Bekleidungssystems 10 sind keine gesonderten Hüllelemente 20 als diskrete Teile nötig, um zusammen mit einem jeweiligen Tragelement 13 einen dichtenden Abschluß zwischen Abdeckelementen 14 und dem Tragelement 13 zu bilden. Aus Fig. 7 ist eine Seite des Abdeckelements 14 im Ausschnitt ersichtlich, wobei die Fig. 7 bis 9 Ansichten auf die Seiten bzw. Stirnseiten der Abdeckelemente 14 und des Tragelements 13 zeigen.The above-described construction of the support elements 13 and the cover 14 is basically also for in the Fig. 7 to 9 shown separate embodiment of the cover 14. In these in the Fig. 7 to 9 illustrated embodiments of the clothing system 10, no separate enveloping elements 20 are required as discrete parts to form together with a respective support member 13 a sealing closure between the cover members 14 and the support member 13. Out Fig. 7 one side of the cover 14 is visible in the cutout, wherein the Fig. 7 to 9 Views on the sides or end faces of the cover 14 and the support member 13 show.

Der bei der Grundform des Bekleidungssystems 10 vorangehend beschriebene Aufbau wird in Fig. 8 im Ausschnitt dargestellt, so daß auf die obige Beschreibung verwiesen wird. Das Abdeckelement 14 gem. Fig. 7 unterscheidet sich aber vom Abdeckelement 14 gem. Fig. 8 dadurch, daß der eine Vorsprung 141 des Abdeckelementes 14 derart gebogen oder derart profiliert ist, daß dieser im Querschnitt U-profilförmig ausgebildet ist. Diese spezielle Ausbildung ist im Prinzip genauso wie die vorangehend beschriebene Ausbildung des diskret ausgebildeten Hüllelements 20 realisiert, wobei allerdings der eine Vorsprung 141 in das freie Ende 142 des Vorsprungs 141 übergeht, hier also integral mit dem Abdeckelement 14 verbunden ist.The structure described above in the basic form of the clothing system 10 is described in FIG Fig. 8 in the clipping illustrated, so that reference is made to the above description. The cover 14 acc. Fig. 7 differs from the cover 14 gem. Fig. 8 in that one projection 141 of the cover element 14 is bent or profiled in such a way that it is U-shaped in cross-section. This special training is realized in principle as well as the previously described embodiment of discretely formed Hüllelements 20, wherein, however, the one projection 141 merges into the free end 142 of the projection 141, so here is integrally connected to the cover 14.

Wird das gem. Fig. 7 ausgebildete Abdeckelement 14 in Richtung des Pfeiles 30 auf das Tragelement 13 bzw. dessen ersten Schenkel 15 hin verschoben und liegt dabei vorher schon der Vorsprung 141 des benachbart zum Abdeckelement 14 gem. Fig. 7 angeordnete andere Abdeckelement 14 am ersten Schenkel 15 des Tragelements 13 an, wird die Stellung gem. Fig. 9 angenommen. Bei der Stellung von Fig. 9 umfaßt das im Querschnitt U-profilförmig an seinem Vorsprung 141 ausgebildete Abdeckelement 14 sowohl den ersten Schenkel 15 des Tragelements 13 als auch den winkelförmig ausgebildeten Vorsprung 141 des benachbarten Abdeckelementes 14, in den Fig. 8 und 9 rechts dargestellt. Diese Verbindung, wie sie in Fig. 9 dargestellt ist, ist quasi nach Art der Verbindung ausgebildet, wie sie auch durch das diskret ausgebildete Hüllelement 20, s.o., bewirkt werden kann.Will that gem. Fig. 7 formed cover 14 in the direction of the arrow 30 on the support member 13 and its first leg 15 is shifted towards and is already before the projection 141 of the adjacent to the cover 14 gem. Fig. 7 arranged other cover 14 on the first leg 15 of the support member 13, the position is gem. Fig. 9 accepted. In the position of Fig. 9 comprises the cross-sectionally U-shaped profile formed on its projection 141 cover 14 both the first leg 15 of the support member 13 and the angularly shaped projection 141 of the adjacent cover 14, in the 8 and 9 shown on the right. This connection, as in Fig. 9 is shown, is formed quasi on the type of connection, as it can also by the discretely formed envelope member 20, so, can be effected.

Analog erfolgt eine Verbindung, wenn beispielsweise das Tragelement 13 aus zwei jeweils nur einen Schenkel 16, 160 aufweisenden Tragelementen 13 besteht und im zusammengesetzten Zustand dann eine Form analog des Tragelementes 13 von Fig. 9 annimmt.Analogously, a connection, for example, when the support member 13 consists of two each having only one leg 16, 160 supporting elements 13 and in the assembled state then a shape analogous to the support member 13 of Fig. 9 accepts.

Das Tragelement 13 besteht bei einer bevorzugten Ausführungsform aus einem Werkstoff mit einer Dicke im Bereich von 3 mm (plattenförmiger erster Schenkel 15) und einer Dicke im Bereich von 2 mm (zweiter bzw. zweite Schenkel 16 bzw. 160). Die in bezug auf die Darstellung in den Figuren vertikale Länge liegt im Bereich von 97 mm, die vertikale Breite liegt im Bereich von 104 mm.The support element 13 consists in a preferred embodiment of a material having a thickness in the range of 3 mm (plate-shaped first leg 15) and a thickness in the range of 2 mm (second and second legs 16 and 160). The vertical length in the figures is 97 mm and the vertical width is 104 mm.

Das Abdeckelement 14 besteht bei einer bevorzugten Ausführungsform aus einem blechtafelförmigen Werkstoff mit einer Breite im Bereich von durchschnittlich 600 mm und einer Dicke im Bereich von 1 bis 3 mm.The cover member 14 is in a preferred embodiment of a sheet-metal-shaped material having a width in the range of 600 mm on average and a thickness in the range of 1 to 3 mm.

Es sei darauf hingewiesen, daß die vorangehend aufgezeigten Maße ausdrücklich nur Beispiele darstellen, um die Dimensionen der Elemente des Bekleidungssystems 10 zum besseren Verständnis zu erfassen. Real sind alle technisch realisierbaren und konstruktiv sinnvollen Maße in Abhängigkeit des zu bekleidenden Bauwerks 11 möglich.It is to be understood that the above indicated measures are expressly only examples to understand the dimensions of the elements of the apparel system 10 for better understanding. Real are all technically feasible and structurally meaningful dimensions depending on the structure to be dressed 11 possible.

Über geeignet in bestimmten Abständen längs des Tragelementes 13 vorgesehenen Durchgangslöchern, die durch das Hüllelement 20, den ersten Schenkel 15 des Tragelementes 13 und durch die beiden angrenzenden Vorsprünge 141 der Abdeckelemente 14 hindurchgehen, kann mittels einer Bolzen-Mutter-Verbindung 21 eine kraftschlüssige Verbindung zwischen den Abdeckelementen 14, dem Tragelement 13 und dem Hüllelement 20 hergestellt werden, die zudem, ohne Dichtmittel vorsehen zu müssen, weitgehend wasserdicht sind.Appropriately provided at certain intervals along the support member 13 through holes passing through the Hüllelement 20, the first leg 15 of the support member 13 and the two adjacent projections 141 of the cover 14, by means of a bolt-nut connection 21 a frictional connection between the cover elements 14, the support member 13 and the enveloping element 20 are made, which also, without having to provide sealant, are largely waterproof.

Über das bauseitige freie Ende 150 des ersten Schenkels 15, vgl. die Fig. 5 und 6, kann das Tragelement 13 und somit das Abdeckelement 14 mit dem Bauwerk 11 verbunden werden.About the on-site free end 150 of the first leg 15, see. the Fig. 5 and 6 , The support member 13 and thus the cover 14 can be connected to the building 11.

Fig. 5 zeigt schematisch den oberen Teil des in Form eines "Faulturmes" ausgebildeten Bauwerkes 11 gem. Fig. 1, bei dem das Bauwerk 11 beispielsweise aus dem besagten Metallellipsoid besteht, wohingegen Fig. 6 die Befestigung des Tragelementes 13 am Bauwerk 11 im unteren Bereich von Fig. 1 darstellt, bei dem dieser Bauwerksbereich 12 durch mineralische Werkstoffe wie Bausteine und/oder Beton gebildet wird und im wesentlichen die Form eines zylindrischen Mantels aufweist. Fig. 5 schematically shows the upper part of the formed in the form of a "Faulturmes" building 11 acc. Fig. 1 in which the structure 11 consists, for example, of said metal ellipsoid, whereas Fig. 6 the attachment of the support element 13 to the building 11 in the lower region of Fig. 1 represents, in which this building area 12 is formed by mineral materials such as building blocks and / or concrete and has substantially the shape of a cylindrical shell.

Bei der Darstellung von Fig. 5 ist der erste Schenkel 15 über eine Schraubverbindung 25 mit einem gesonderten, hier stegförmig ausgebildeten Befestigungselement 26 befestigt, das an dem metallischen Körper des Bauwerkes 11. beispielsweise mittels Schweißung 29 befestigt werden kann, wohingegen bei der Befestigung gem. Fig. 6 das Befestigungselement 26 in Form eines Winkels bzw. eines Winkelprofiles ausgebildet ist, das im Mauerwerk oder im Beton des Bauwerkes 11 durch eine Schrauben-Dübel-Verbindung 27 befestigt werden kann. In diesem Falle ist der erste Schenkel 15 des Tragelementes 13 über eine Nietverbindung 25 mit dem winkelförmig ausgebildeten Befestigungselement 26 befestigt. Zwischen dem Bauwerk 11 und der Innenfläche 140 der Abdeckelemente 14 kann eine Dämmung 24 vorgesehen werden, die aber die Innenfläche 140 der Abdeckelemente 14 nicht berührt, so daß Luft in diesem Bereich zirkulieren kann.In the presentation of Fig. 5 the first leg 15 is fastened via a screw connection 25 with a separate, here web-shaped fastening element 26, which can be fastened to the metallic body of the building 11, for example by means of welding 29, whereas according to the attachment. Fig. 6 the fastening element 26 is designed in the form of an angle or an angle profile, which can be fastened in the masonry or in the concrete of the building 11 by a screw-dowel connection 27. In this case, the first leg 15 of the support element 13 is fastened via a rivet connection 25 with the angle-shaped fastening element 26. Between the building 11 and the inner surface 140 of the cover 14, an insulation 24 may be provided, but does not touch the inner surface 140 of the cover 14, so that air can circulate in this area.

Wasser selbst, das in das Bekleidungssystem 10 eindringt, kann auf sehr einfache Weise durch die Rinnen 19, 190 abgeführt werden, die durch die nutförmigen Vertiefungen 18, 180 zwischen der Innenfläche 140 der Abdeckflächen des Abdeckelementes 14 und besagten nutförmigen Vertiefungen 18, 180 der zweiten Schenkel 16, 160 gebildet werden, vgl. Fig. 5 und 6.Water itself, which penetrates into the clothing system 10 can be removed in a very simple manner by the grooves 19, 190 through the groove-shaped recesses 18, 180 between the inner surface 140 of the cover surfaces of the cover 14 and said groove-shaped recesses 18, 180 of the second Leg 16, 160 are formed, see. Fig. 5 and 6 ,

Wenigstens die nach außen weisenden Flächen der Tragelemente 13 sowie der Abdeckelemente 14 und des Hüllelementes 12, insbesondere aber die äußeren Flächen 140 der Abdeckelemente 14 können mit einer Beschichtung 23 versehen sein, um die Korrosionsbeständigkeit zu erhöhen.At least the outwardly facing surfaces of the support members 13 and the cover members 14 and the Hüllelementes 12, but in particular the outer surfaces 140 of the cover 14 may be provided with a coating 23 to increase the corrosion resistance.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

1010
Bekleidungselementclothing element
1111
Bauwerkbuilding
110110
Achseaxis
1212
Bauwerksbereichbuilding area
1313
Tragelementsupporting member
1414
Abdeckelementcover
140140
Fläche des AbdeckelementesSurface of the cover
141141
Vorsprunghead Start
142142
freies Ende des Vorsprungsfree end of the tab
1515
Schenkel (erster)Thigh (first)
150150
bauseitiges Ende des ersten Schenkelson-site end of the first leg
1616
Schenkel (zweiter)Thigh (second)
160160
Schenkelleg
1717
Anschlußbereichterminal region
170170
Anschlußbereichterminal region
1818
nutförmige Vertiefunggroove-shaped depression
180180
nutförmige Vertiefunggroove-shaped depression
1919
Rinnegutter
190190
Rinnegutter
αα
Winkelangle
ββ
Winkelangle
2020
Hüllelementsheath member
2121
Bolzen-Mutter-VerbindungBolt and nut connection
2222
Struktur (Baustruktur)Structure (building structure)
2323
Beschichtungcoating
2424
Dämmunginsulation
2525
Schraubverbindung / NietverbindungScrew connection / rivet connection
2626
Befestigungselementfastener
2727
Schrauben-Dübel-VerbindungScrews and plugs connection
2828
Pfeilarrow
2929
Schweißungwelding
3030
Pfeilarrow

Claims (27)

  1. Cladding system (10) for constructions (11) with two-dimensional and/or spherical structural areas to be clad (12), comprising at least one support element (13) that can be fastened to the construction (11), and in each case at least one sheet-like covering element (14) that can be fastened in the manner of an outstretched wing to the support element (13), and that the support element (13) is formed by means of two limbs (15, 16), each of which is designed in the manner of webs, with the first limb (15) being aligned essentially orthogonally in relation to the sheet-like area (12), whereas the second limb (16) lies essentially in an orthogonal angle range in relation to the first limb and the first limb (15) can be fastened to the sheet-like area (12) and the second limb (16) serves to fasten one covering element (14) to the second limb (16) in each case, characterised in that the covering element (14) has a protrusion (141) that can be jointly fastened together in a detachable manner with the first limb (15) through an enveloping element (20) having an essentially U profile-shaped cross-section shape via fastening means.
  2. Cladding system according to claim 1, characterised in that the second limb (16) connected to the first limb (15) essentially in an orthogonal angle range is tilted in relation to the orthogonal in a range of < ± 10°.
  3. Cladding system according to claim 2, characterised in that the range is < ± 5°.
  4. Cladding system according to claim 1, characterised in that the second limb (16) is connected to the first limb (15) in an angle range of 2°.
  5. Cladding system according to one or more of claims 1 to 4, characterised in that the support element (13) has two limbs fastened to the first limb (15), two second limbs (16, 160) situated essentially flat opposite each other in the manner of wings.
  6. Cladding system according to one or more of claims 1 to 5, characterised in that the second limb (16, 160) of the support element (13) is connected to the first limb (15) by means of welding.
  7. Cladding system according to one or more of claims 1 to 5, characterised in that the second limb (16, 160) of the support element (13) is connected to the first limb (15) by means of adhesive bonding.
  8. Cladding system according to one or more of claims 1 to 7, characterised in that the first limb (15) is formed by means of a plate-shaped element.
  9. Cladding system according to one or more of claims 1 to 8, characterised in that the second limb (16, 160) is formed by means of a plate-shaped element.
  10. Cladding system according to one or more of claims 1 to 9, characterised in that the second limb (16, 160) has a groove-shaped recess (18, 180) in the cross-section in the attachment region (17, 170) to the first limb (15).
  11. Cladding system according to claim 10, characterised in that the recess (18, 180) in the cross section is essentially rectangular.
  12. Cladding system according to claim 10, characterised in that the recess (18, 180) in the cross-section is essentially semicircular in the manner of a channel (19, 190).
  13. Cladding system according to claim 10, characterised in that the recess (18, 180) in the cross-section is essentially polygonal in the manner of a channel (19 190).
  14. Cladding system according to one or more of claims 1 to 13, characterised in that the support element (13) is designed as a single piece.
  15. Cladding system according to one or more of claims 1 to 13, characterised in that the protrusion (141) is designed at an essentially obtuse angle (β) to the surface (140) of the covering element (14).
  16. Cladding system according to claim 15, characterised in that the at least one protrusion (141) of the covering element (14) is designed in a U-profile shape in the cross-section and, when adjacent to the first limb (15) of the support element (13) with its free end (142), encompasses at least the first limb (15) of a support element in the manner of an enveloping element (20) in a detachably fastenable manner.
  17. Cladding system according to claim 16, characterised in that the free end (142) of the protrusion (141) designed in the manner of an enveloping element (20) encompasses both the at least first limb (15) of a support element (13) and an adjacent protrusion (141) of an adjacently arranged covering element (14) in a detachably fastenable manner.
  18. Cladding system according to one or both of claims 16 or 17, characterised in that the respective protrusions (141) on both sides of a covering element (14) are U-profile-shaped in the cross-section.
  19. Cladding system according to one or more of claims 15 to 18, characterised in that fastening is carried via the fastening means in the form of a bolt-nut joint (21).
  20. Cladding system according to one or more of claims 1 to 19, characterised in that the construction-side end (150) of the first limb (15) of the support element (13) can be detachably fastened to a structure (22) of the construction (11).
  21. Cladding system according to claim 20, characterised in that the structure (22) of the construction (11) essentially consists of a metallic material.
  22. Cladding system according to claim 20, characterised in that the structure (22) of the construction (11) essentially consists of a mineral material.
  23. Cladding system according to one or more of claims 1 to 22, characterised in that the support element (13) consists of a metallic material.
  24. Cladding system according to one or more of claims 1 to 22, characterised in that the covering element (14) consists of a metallic material.
  25. Cladding system according to one or both of claims 23 or 24, characterised in that the metal is a seawater-resistant metal.
  26. Cladding system according to claim 25, characterised in that the metal is an aluminium alloy.
  27. Cladding system according to one or more of claims 15 to 26, characterised in that at least the support element (13) and/or at least the covering element (14) and/or the enveloping element (20) is or are provided with a coating (23) on at least one side.
EP07007160A 2007-03-01 2007-04-05 Cladding system for constructions with two dimensional and/or spherical areas to be clad Active EP1965001B1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
EP07007160A EP1965001B1 (en) 2007-03-01 2007-04-05 Cladding system for constructions with two dimensional and/or spherical areas to be clad
PL07007160T PL1965001T3 (en) 2007-03-01 2007-04-05 Cladding system for constructions with two dimensional and/or spherical areas to be clad
PCT/EP2007/003387 WO2008104202A1 (en) 2007-03-01 2007-04-18 Lining system for structures having two-dimensional and/or spherically-formed regions to be lined
CA002586322A CA2586322A1 (en) 2007-03-01 2007-04-26 Facing system for building constructions with two-dimensionally and/or spherically shaped regions to be faced
US11/797,392 US20080209833A1 (en) 2007-03-01 2007-05-03 Facing system for building constructions with two-dimensionally and/or spherically shaped regions to be faced

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP07004252 2007-03-01
EP07007160A EP1965001B1 (en) 2007-03-01 2007-04-05 Cladding system for constructions with two dimensional and/or spherical areas to be clad

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EP1965001A1 EP1965001A1 (en) 2008-09-03
EP1965001A8 EP1965001A8 (en) 2009-03-25
EP1965001B1 true EP1965001B1 (en) 2011-05-18

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US (1) US20080209833A1 (en)
EP (1) EP1965001B1 (en)
CN (1) CN101255758A (en)
AT (1) ATE510087T1 (en)
CA (1) CA2586322A1 (en)
DK (1) DK1965001T3 (en)
PL (1) PL1965001T3 (en)
WO (1) WO2008104202A1 (en)

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ITMO20130123A1 (en) * 2013-05-10 2014-11-11 Fas S R L METHOD FOR WALL COATING
CN112012421A (en) * 2020-09-08 2020-12-01 浙江华夏杰高分子建材有限公司 Mounting structure of wallboard

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Also Published As

Publication number Publication date
EP1965001A1 (en) 2008-09-03
CN101255758A (en) 2008-09-03
DK1965001T3 (en) 2011-08-29
CA2586322A1 (en) 2008-09-01
US20080209833A1 (en) 2008-09-04
WO2008104202A1 (en) 2008-09-04
EP1965001A8 (en) 2009-03-25
ATE510087T1 (en) 2011-06-15
PL1965001T3 (en) 2011-10-31

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