EP0647747B1 - Supporting structure for the covering and/or the cladding of buildings - Google Patents

Supporting structure for the covering and/or the cladding of buildings Download PDF

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Publication number
EP0647747B1
EP0647747B1 EP94115314A EP94115314A EP0647747B1 EP 0647747 B1 EP0647747 B1 EP 0647747B1 EP 94115314 A EP94115314 A EP 94115314A EP 94115314 A EP94115314 A EP 94115314A EP 0647747 B1 EP0647747 B1 EP 0647747B1
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EP
European Patent Office
Prior art keywords
supporting
profile
flange
webs
supporting structure
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.)
Expired - Lifetime
Application number
EP94115314A
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German (de)
French (fr)
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EP0647747A1 (en
Inventor
Roman Wittenauer
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Individual
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Individual
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Filing date
Publication date
Priority claimed from DE19939315037 external-priority patent/DE9315037U1/en
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Publication of EP0647747A1 publication Critical patent/EP0647747A1/en
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/3607—Connecting; Fastening the fastening means comprising spacer means adapted to the shape of the profiled roof covering
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
    • E04D3/362—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets by locking the edge of one slab or sheet within the profiled marginal portion of the adjacent slab or sheet, e.g. using separate connecting elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/046—L- or T-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
    • E04D2003/3615—Separate fastening elements fixed to the roof structure and consisting of parts permitting relative movement to each other, e.g. for thermal expansion

Definitions

  • the invention relates to a structure for roofing and / or Outer skin planking of buildings with one on the building attached support arrangement made of spaced support flanges with two spaced parallel, flat support rails that can be gripped under on both sides Longitudinal strips on which are molded with free ends Supporting profiles provided with upstanding retaining clips by means of profile guides, the longitudinal stripes on both sides Put on extensive and under-slidable walkways or are postponed,
  • the DE-U-91 04 370.0 a structure, which consists essentially of spaced support rails and slidable thereon There are support elements on which the planking sheeting support. Due to this ability to be bonded the support elements at different distances between the overlap strips or beads of the planking membrane set up will.
  • Object of the present invention is based on the above publication, one for different applications creating variable structure that easier is to be manufactured and assembled.
  • the Schlebesteg mentioned a double-leaf web plate each of which is opposite to each other Multi-skin panels with one pair each for gripping and reaching under the profiled guides formed on the mounting rail is their directional extension against each other by an angle a is pivoted between 30 and 60 degrees, and of which one of the pairs of opposite protruding approaches is attached, and that the web plate wing by a upstanding retaining clip are connected.
  • the sliding footbridge can be divided into three different types Ways can be assembled.
  • the upward holding clips can be used either transverse to the direction of the wing or arranged in two different angular directions to the support flange be.
  • the four profile guides always lie there in pairs on the two side edges of the straps. Are the opposite profile guides the web plate wing engages with the mounting rail, see above the retaining clip is at right angles to the mounting rail, are the other profile guides facing each other the web plate wing engages with the mounting rail, the retaining clip runs diagonally to the mounting rail. So there is the possibility when using the same Divide the profile boards or profile planks in the right one Angles or diagonally run on a building surface to let.
  • the support profile of the holding clips has an inventive Embodiment essentially the profile of a Drelecks with rounded corners, and its rare surfaces can be constricted.
  • the overlap bead one for mounting a profiled sheet or plank can then advantageously the resilient support profile reach over or around and through the constrictions Supporting flanks created in the side surfaces for support come. This creates a safe, resilient and counter the penetration of moisture tight connection between neighboring profiled sheets or planks and the holding clips.
  • the embodiment of the sliding bridge according to the invention with the double-leaf multi-skin sheet shows the further front on that because of the opposing web plate wings not like the well-known sliding bars at the beginning the mounting rail threaded and along the entire length must be pushed along, but because of the distance the profile guides for gripping and reaching under the mounting rail the sliding bridge can easily be separated from one another placed on or pushed onto the mounting rail and by turning in the Usually at 45 °, locked with the longitudinal stripes of the carrying strap will. This locking can be done by friction appropriate dimensioning of the profile guides, or by Latching, that is to say positively, that spaced apart on the surface of the mounting rail.
  • fixing can the sliding bars on the mounting rail also by screwing happen, and also by hammer blows on each approach of the two web plate wings projecting over the mounting rail.
  • the support profile the retaining clips essentially the profile of a triangle with rounded corners and that the side faces Show constrictions.
  • the mounting rail with their longitudinal strips through a supporting flange with at least a bottom mounting flange arranged at an angle to this connected is.
  • This can be a particularly cheap one Training is that the mounting rail with their Vertical stripes through two spaced-apart supporting flanges, each with an associated floor mounting flange arranged at an angle to this connected to the carrier arrangement R. is.
  • the support flange or the spaced support flanges and the support rail with their longitudinal strips from a flat sheet metal blank be produced by folding. So the support flange and the mounting rail by a first right-angled one Bend in the upper area of the vertical support flange one horizontal stripe and a second fold formed by 180 ° to the second horizontal longitudinal strip be. By further bending the or the flanges can or can also the bottom mounting flange be formed from the sheet metal blank.
  • a standard double T-beam can also be used as the carrier arrangement serve, the upper flange as a mounting rail on both sides Longitudinal strips and its lower flange the floor mounting flange form.
  • the different arrangements can advantageously the sliding bars optionally with the different ones Embodiments of the carrier arrangement are used, if only the profile guides of the multi-skin sheets on the longitudinal strips the mounting rails are adapted. So it turns out Variation options according to different external conditions.
  • the carrier arrangement shown in FIG. 1 can consist of a flat sheet metal blank are formed in one piece.
  • a first right-angled folding occurs in the upper area the support flange 2 and first a horizontal longitudinal strip 26a of the mounting rail 26 and by a second folding by 180 ° the second horizontal longitudinal strip 26b Support rail 26.
  • a second folding by 180 ° the second horizontal longitudinal strip 26b Support rail 26.
  • Flg. 3 shows the sliding bridge according to the invention, the one double-leaf web plate on the opposite of each other Web plate wings 34a, 34b each have a pair of profile guides 30a, 30b are formed, which the support rail 26 or whose longitudinal strips 26a, 26b include and can reach under.
  • the profile guides 30a, 30b of each web plate wing 34a, 34b are at an angle a to one another 30 ° and 60 ° pivoted (see also Fig. 4).
  • One of the Profile guide pair 30b is in each case opposite, protruding, angled lugs 34a ', 34b' the web plate wing 34a, 34b formed.
  • the support flanks 29 of the retaining clip by folding 10a pulled up, e.g. by welding together can be connected, and so form the retaining clip 10, whose upper end is shaped into a support profile 40.
  • the support profile 40 also be closed.
  • FIG. 2 shows the end view of the arrangement according to FIG. 1.
  • FIG. 1 the holding clip 10 with the support profile 40 is on the right Angle to the carrier arrangement, run in this direction then also the profiled sheets or planks to be assembled.
  • Fig. 3 shows an arrangement made up of the same parts exists, like that of FIG. 1, but with the difference that the holding clip 10 together with the support profile 40 to the carrier arrangement runs at an angle of about 45 °. As well as clear from the top view of the arrangement according to FIG.
  • the sliding bars on the Carrier rail fixed in position i.e. connected to her will; this can be done by screwing, but also by Jamming or pressing happen. This can also be done by Hammer blows on those protruding from the mounting rail 26 Part of the web plate wings 34a, 34b happen.
  • Fig. 5 shows an embodiment of the carrier arrangement, which also is made from a sheet metal blank and one itself has a tapered trapezoidal shape.
  • the mounting rail 26 with its longitudinal strips 26a, 26b is also through two spaced, inclined support flanges 52 with an associated one, to this one by a fold A3 angled bottom mounting flange 53 to the support assembly connected.
  • By folding from the sheet metal blank formed longitudinal strips 26a, 26b of the mounting rail 26 are provided with constrictions 54 on their outer edges, the 30 and are accessible.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Tents Or Canopies (AREA)

Abstract

The invention proposes a supporting structure for the roofing and/or exterior cladding of buildings, having a support arrangement fastened on the building and supporting and fastening elements which are fitted on the support arrangement, such that they jut out therefrom, and are intended for connection, load transfer and fixing of preferably metal, profiled cladding webs with overlapping profiles on both sides. The supporting structure comprises a support arrangement which is produced from profiled material, is fastened, via a fastening flange, on the building surface to be covered, and on which there is formed a supporting rail (26) with longitudinal strips (26a, 26b), integrally formed on both sides, for receiving a number of slide webs, from which retaining clips (10) jut out perpendicularly. Integrally formed at the free end of the retaining clips is in each case one supporting profile (40), the lateral overlapping profiles of adjacent cladding webs engaging over or around said supporting profile preferably in a resilient manner, this resulting in a reliable connection which can be subjected to loading and is sealed with respect to the penetration of moisture. The combination of different embodiments of support arrangements with different embodiments of slide webs gives rise to possibilities of varying application in accordance with defined specifications. In this arrangement, production and mounting are simple and cost-effective. <IMAGE>

Description

Die Erfindung betrifft ein Tragwerk für die Bedachung und/oder Aussenhaut-Beplankung von Gebäuden mit einer am Gebäude befestigten Trägeranordnung aus abstandhaltenden Tragflanschen mit zwei voneinander beabstandet parallellaufenden, beidseitig untergreifbaren, ebenen Tragschienen bildenden Längsstreifen, auf welche mit an ihren freien Enden angeformten Tragprofilen versehene, hochstehende Halteklippse aufweisende, mittels Profilführungen, deren Längsstreifen beidseitig umfassende und untergreifende Schiebestege aufsetzoder aufschiebbar sind,The invention relates to a structure for roofing and / or Outer skin planking of buildings with one on the building attached support arrangement made of spaced support flanges with two spaced parallel, flat support rails that can be gripped under on both sides Longitudinal strips on which are molded with free ends Supporting profiles provided with upstanding retaining clips by means of profile guides, the longitudinal stripes on both sides Put on extensive and under-slidable walkways or are postponed,

Dabei kommen Profiltafeln bzw. Profilplanken zur Anwendung, die an dem zuvor am Gebäude angebrachten Tragwerk befestigt werden. Diese Profiltafeln oder -planken haben beispielsweise einen im wesentlichen U-förmigen Querschnitt, wobei der Boden dieses U-Profils zur Versteifung mit In Längsrichtung verlaufenden Rippen versehen sein kann und die freien Enden der Seitenschenkel nach aussen gerollt sind, so dass sich Jeweils ein teilkreisförmiger Wulst bildet. Bei der Montage umgreifen sich diese Wulste oder auch in anderer Weise ausgebildete überlappungen benachbarter Tafeln oder Planken einerseits gegenseitig und andererseits auch Trag- und Befestigungselemente, die von einem auf der abzudeckenden Fläche angebrachten Tragwerk abstehen.Profile boards or profile planks are used here, attached to the structure previously attached to the building will. These profile sheets or planks have, for example a substantially U-shaped cross section, wherein the bottom of this U-profile for stiffening with lengthways extending ribs can be provided and the free Ends of the side legs are rolled out so that a part-circular bead is formed. During installation embrace these beads or in another way trained overlaps of adjacent panels or planks on the one hand mutually and on the other hand also carrying and fastening elements, that of one on the one to be covered Project the surface of the attached structure.

Derartige Tragwerke sind bekannt. Beispielsweise zeigt die DE-U-91 04 370.0 ein Tragwerk, welches im wesentlichen aus beabstandet angeordneten Trägerschienen und auf diesen verschiebbaren Stützelementen besteht, auf denen sich die Beplankungsbahnen abstützen. Durch diese Verschlebbarkeit können die Stützelemente auf unterschiedliche Abstände der überlappungsstreifen oder -wulste der Beplankungsbahnen eingerichtet werden.Structures of this type are known. For example, the DE-U-91 04 370.0 a structure, which consists essentially of spaced support rails and slidable thereon There are support elements on which the planking sheeting support. Due to this ability to be bonded the support elements at different distances between the overlap strips or beads of the planking membrane set up will.

Eine weitere Veröffentlichung, die FR-A-2-220 645, zeigt Vorrichtungen für Tragwerke mit den eingangs genannten Merkmalen.Another publication, FR-A-2-220 645, shows devices for structures with the characteristics mentioned above.

Aufgabe der vorliegenden Erfindung Ist es, ausgehend von der oben genannten Veröffentlichung, ein für unterschiedliche Anwendungen variierbares Tragwerk zu schaffen, das einfacher herzustellen und zu montieren ist.Object of the present invention is based on the above publication, one for different applications creating variable structure that easier is to be manufactured and assembled.

Dies wird erfindungsgemäss dadurch erreicht, dass der eingangs erwähnte Schlebesteg eine zweiflügelige Stegplatte aufweist, von denen jeder der einander gegenüberliegenden Stegplattenflügel mit je einem Paar zum Umfassen und Untergreifen der Tragschiene geformten Profilführungen versehen ist, deren Richtungserstreckung gegeneinander um einen Winkel a zwischen 30 und 60 Grad verschwenkt ist, und von denen eines der Paare an gegenüberliegenden überstehenden Ansätzen angebracht ist, und dass die Stegplattenflügel durch einen hochstehenden Halteklipp verbunden sind. This is achieved according to the invention in that the Schlebesteg mentioned a double-leaf web plate each of which is opposite to each other Multi-skin panels with one pair each for gripping and reaching under the profiled guides formed on the mounting rail is their directional extension against each other by an angle a is pivoted between 30 and 60 degrees, and of which one of the pairs of opposite protruding approaches is attached, and that the web plate wing by a upstanding retaining clip are connected.

Diese Ausbildungsweise nach der Erfindung vereinigt mehrere Vorteile In sich: Der Schlebesteg kann auf drei verschiedene Weisen montiert werden. Dabei kann der aufwärtsstehende Halteklipps entweder quer zur Richtung des Tragflansches oder in zwei verschiedenen Winkelrichtungen zum Tragflansch angeordnet sein. Dabel liegen die vier Profilführungen Immer paarweise an den beiden Seitenkanten der Tragschlene an. Stehen die einen einander gegenüberliegenden Profilführungen der Stegplattenflügel mit der Tragschiene In Eingriff, so steht der Halteklipp im rechten Winkel zur Trageschiene, stehen die anderen einander gegenüberliegenden Profilführungen der Stegplattenflügel mit der Tragschiene in Eingriff, so verläuft der Halteklipp diagonal zur Tragschiene. So besteht die Möglichkelt, bei Verwendung der gleichen Teile die Profiltafeln oder Profilplanken wahlweise im rechten Winkel oder diagonal an einer Gebäudefläche verlaufen zu lassen.This embodiment according to the invention combines several Advantages in themselves: The sliding footbridge can be divided into three different types Ways can be assembled. The upward holding clips can be used either transverse to the direction of the wing or arranged in two different angular directions to the support flange be. The four profile guides always lie there in pairs on the two side edges of the straps. Are the opposite profile guides the web plate wing engages with the mounting rail, see above the retaining clip is at right angles to the mounting rail, are the other profile guides facing each other the web plate wing engages with the mounting rail, the retaining clip runs diagonally to the mounting rail. So there is the possibility when using the same Divide the profile boards or profile planks in the right one Angles or diagonally run on a building surface to let.

Das Tragprofil der Halteklippse weist nach einer erfindungsgemässen Ausführungsform im wesentlichen das Profil eines Drelecks mit abgerundeten Ecken auf, und seine Seltenflächen können mit Einschnürungen versehen sein. Der überlappungswulst einer zur montierenden Profiltafel oder Profilplanke kann dann in vorteilhafterweise das Tragprofil federnd über- bzw. umgreifen und auf der durch die Einschnürungen in den Seitenflächen entstehenden Tragflanken zur Auflage kommen. So entsteht eine sichere, belastbare und gegen das Eindringen von Feuchtigkeit dichte Verbindung zwischen benachbarten Profiltafeln oder Profilplanken und den Halteklippsen. The support profile of the holding clips has an inventive Embodiment essentially the profile of a Drelecks with rounded corners, and its rare surfaces can be constricted. The overlap bead one for mounting a profiled sheet or plank can then advantageously the resilient support profile reach over or around and through the constrictions Supporting flanks created in the side surfaces for support come. This creates a safe, resilient and counter the penetration of moisture tight connection between neighboring profiled sheets or planks and the holding clips.

Die Ausführungsform des Schiebestegs nach der Erfindung mit der zweiflügeligen Stegplatte weist den weiteren Vortell auf, dass er wegen der einander gegenüberliegenden Stegplattenflügel nicht wie die bekannten Schiebestege am Anfangsteil der Tragschiene aufgefädelt und auf der gesamten Länge entlanggeschoben werden muss, sondern wegen des Abstandes der Profilführungen zum Umfassen und Untergreifen der Tragschiene voneinander kann der Schlebesteg von oben einfach auf die Tragschiene aufgesetzt oder aufgeschoben und durch Drehen, in der Regel um 45°, mit den Längsstreifen der Tragschlene verriegelt werden. Dieses Verriegeln kann durch Reibschluss bei entsprechender Bemessung der Profilführungen, oder durch Rastschluss, also formschlüssig, dadurch bewirkt werden, dass beabstandet voneinander an der Tragschiene oberflächlich.The embodiment of the sliding bridge according to the invention with the double-leaf multi-skin sheet shows the further front on that because of the opposing web plate wings not like the well-known sliding bars at the beginning the mounting rail threaded and along the entire length must be pushed along, but because of the distance the profile guides for gripping and reaching under the mounting rail the sliding bridge can easily be separated from one another placed on or pushed onto the mounting rail and by turning in the Usually at 45 °, locked with the longitudinal stripes of the carrying strap will. This locking can be done by friction appropriate dimensioning of the profile guides, or by Latching, that is to say positively, that spaced apart on the surface of the mounting rail.

Ausser durch Verklemmen oder Verpressen kann das Fixieren der Schiebestege auf der Tragschiene auch durch Verschrauben geschehen, und ferner auch durch Hammerschläge auf den Jeweils über die Tragschiene ragenden Ansatz der beiden Stegplattenflügel.In addition to jamming or pressing, fixing can the sliding bars on the mounting rail also by screwing happen, and also by hammer blows on each approach of the two web plate wings projecting over the mounting rail.

Weiterhin ist erfindungsgemäss vorgesehen, dass das Tragprofil der Halteklipse im wesesentlichen das Profil eines Dreiecks mit abgerundeten Ecken aufweist, und dass die Seitenflächen Einschnüren aufweisen. It is further provided according to the invention that the support profile the retaining clips essentially the profile of a triangle with rounded corners and that the side faces Show constrictions.

Ausserdem erscheint vorteilhaft, wenn die Tragschiene mit ihren Längsstreifen durch einen Tragflansch mit wenigstens einem zu diesem winklig angeordneten Boden-Befestigungsflansch verbunden ist. Hierbei kann eine besonders günstige Ausbildung darin bestehen, dass die Tragschiene mit ihren Längsstreifen durch zwei beabstandete Tragflansche mit Jeweils einem zugehörigen, zu diesem winklig angeordneten Boden-Befestigungsflansch zu der Trägeranordnung R verbunden ist.It also appears advantageous if the mounting rail with their longitudinal strips through a supporting flange with at least a bottom mounting flange arranged at an angle to this connected is. This can be a particularly cheap one Training is that the mounting rail with their Vertical stripes through two spaced-apart supporting flanges, each with an associated floor mounting flange arranged at an angle to this connected to the carrier arrangement R. is.

Bei den vorerwähnten Ausbildungsformen können der Tragflansch oder die beabstandeten Tragflansche und die Tragschiene mit ihren Längsstreifen aus einem ebenen Blechzuschnitt durch Abkanten hergestellt sein. So können der Tragflansch und die Tragschiene durch ein erstes rechtwinkliges Abkanten im oberen Bereich des vertikalen Tragflansches zu dem einen waagrechten Längsstreifen und durch ein zweites Abkanten um 180° zu dem zweiten waagrechten Längsstreifen gebildet sein. Durch weiteres Abkanten des oder der Tragflansche kann oder können auch der oder die Boden-Befestigungsflansche aus dem Blechzuschnitt geformt sein.In the aforementioned forms of training, the support flange or the spaced support flanges and the support rail with their longitudinal strips from a flat sheet metal blank be produced by folding. So the support flange and the mounting rail by a first right-angled one Bend in the upper area of the vertical support flange one horizontal stripe and a second fold formed by 180 ° to the second horizontal longitudinal strip be. By further bending the or the flanges can or can also the bottom mounting flange be formed from the sheet metal blank.

Jedoch kann als Trägeranordnung auch ein Norm-Doppel-T-Träger dienen, dessen Oberflansch als Tragschiene die beidseitigen Längsstreifen und dessen Unterflansch den Bodenbefestigungsflansch bilden.However, a standard double T-beam can also be used as the carrier arrangement serve, the upper flange as a mounting rail on both sides Longitudinal strips and its lower flange the floor mounting flange form.

In vorteilhafter Weise können die unterschiedlichen Anordnungen der Schiebestege wahlweise mit den unterschiedlichen Ausführungsformen der Trägeranordnung verwendet werden, sofern nur die Profilführungen der Stegplatten an die Längsstreifen der Tragschienen angepasst sind. Es ergeben sich so Variationsmöglichkeiten nach verschiedenen äusseren Gegebenheiten.The different arrangements can advantageously the sliding bars optionally with the different ones Embodiments of the carrier arrangement are used, if only the profile guides of the multi-skin sheets on the longitudinal strips the mounting rails are adapted. So it turns out Variation options according to different external conditions.

Die Erfindung wird im folgenden anhand der anhängenden Zeichnungen genauer beschrieben. Es zeigen

Fig. 1
In perspektivischer Darstellung eine Trägeranordnung mit aufgeschobenem Schiebesteg mit querstehendem Halteklipp,
Fig. 2
die Stirnansicht der Trägeranordnung mit aufgeschobenem Schiebesteg nach Fig. 1,
Fig. 3
in perspektivischer Darstellung die Trägeranordnung und den Schiebesteg gemäss Fig. 1, wobei der Schiebesteg in seiner Stellung auf dem Träger erfindungsgemäss varriert ist, und der Halteklipp um 45° versetzt steht,
Fig. 4
eine Draufsicht auf die Trägeranordnung mit aufgeschobenen Schiebesteg nach Fig. 3,
Fig. 5
in perspektivischer Darstellung eine Ausführungsform einer als Abkantprofil hergestellten Trägeranordnung.
The invention is described in more detail below with reference to the attached drawings. Show it
Fig. 1
A perspective view of a carrier arrangement with a sliding bridge with a transverse retaining clip,
Fig. 2
3 shows the end view of the carrier arrangement with the sliding web pushed on according to FIG. 1,
Fig. 3
1, in perspective view the carrier arrangement and the sliding bridge according to FIG. 1, the sliding bridge in its position on the carrier being varied and the holding clip being offset by 45 °,
Fig. 4
3 shows a plan view of the carrier arrangement with the sliding web pushed on according to FIG. 3,
Fig. 5
a perspective view of an embodiment of a carrier arrangement produced as a folded profile.

Die in Fig. 1 dargestellte Trägeranordnung kann aus einem ebenen Blechzuschnitt einstückig geformt werden. Durch ein erstes rechtwinkliges Abkanten im oberen Bereich entsteht der Tragflansch 2 und zunächst der eine waagrechte Längsstreifen 26a der Tragschiene 26 und durch ein zweites Abkanten um 180° der zweite waagrechte Längsstreifen 26b der Tragschiene 26. Durch ein weiteres rechtwinkliges Abkanten im unteren Bereich des Tragflansches 2 ergibt sich im Abstand zur Tragschiene 26 der waagrechte Boden-Befestigungsflansch 3.The carrier arrangement shown in FIG. 1 can consist of a flat sheet metal blank are formed in one piece. Through a first right-angled folding occurs in the upper area the support flange 2 and first a horizontal longitudinal strip 26a of the mounting rail 26 and by a second folding by 180 ° the second horizontal longitudinal strip 26b Support rail 26. By another right-angled folding in the lower area of the support flange 2 there is a distance to the mounting rail 26 the horizontal floor mounting flange 3rd

Flg. 3 zeigt den Schiebesteg nach der Erfindung, der eine zweiflügelige Stegplatte auf, an deren einander gegenüberliegenden Stegplattenflügeln 34a, 34b je ein Paar Profilführungen 30a, 30b angeformt sind, die die Tragschiene 26 bzw. deren Längsstreifen 26a, 26b umfassen und untergreifen können. Die Profilführungen 30a, 30b jedes Stegplattenflügels 34a, 34b stehen dabei zueinander in einem Winkel a zwischen 30° und 60° verschwenkt (siehe dazu auch Fig. 4). Eines der Profilführungspaare 30b ist dabei an sich jeweils gegenüberliegenden, überstehenden, abgewinkelten Ansätzen 34a', 34b' der Stegplattenflügel 34a, 34b ausgebildet. Wie weiter unten noch genauer erläutert wird, steht entweder das eine Profilführungspaar 30a oder das andere 30b mit der Tragschiene 26 in Eingriff.Flg. 3 shows the sliding bridge according to the invention, the one double-leaf web plate on the opposite of each other Web plate wings 34a, 34b each have a pair of profile guides 30a, 30b are formed, which the support rail 26 or whose longitudinal strips 26a, 26b include and can reach under. The profile guides 30a, 30b of each web plate wing 34a, 34b are at an angle a to one another 30 ° and 60 ° pivoted (see also Fig. 4). One of the Profile guide pair 30b is in each case opposite, protruding, angled lugs 34a ', 34b' the web plate wing 34a, 34b formed. As below is explained in more detail, there is either a pair of profile guides 30a or the other 30b with the mounting rail 26 engaged.

An den einander zugewandten Querseiten der Stegplattenflügel 34a, 34b sind durch Abkanten die Stützflanken 29 des Halteklipps 10a hochgezogen, die z.B. durch Schweissen miteinander verbunden sein können, und die so den Halteklipp 10 bilden, dessen oberes Ende zu einem Tragprofil 40 geformt ist. Wie aus der Darstellung ersichtlich ist, kann das Tragprofil 40 auch geschlossen sein.On the mutually facing transverse sides of the multi-skin panels 34a, 34b are the support flanks 29 of the retaining clip by folding 10a pulled up, e.g. by welding together can be connected, and so form the retaining clip 10, whose upper end is shaped into a support profile 40. As can be seen from the illustration, the support profile 40 also be closed.

Fig. 2 zeigt die Stirnansicht der Anordnung gemäss Fig. 1. FIG. 2 shows the end view of the arrangement according to FIG. 1.

In Fig. 1 steht der Halteklipp 10 mit Tragprofil 40 im rechten Winkel zur Trägeranordnung, in dieser Richtung verlaufen dann auch die zu montierenden Profiltafeln oder Profilplanken. Fig. 3 zeigt eine Anordnung, die aus den gleichen Teilen besteht, wie die nach Fig. 1, jedoch mit dem Unterschied, dass der Halteklipp 10 samt Tragprofil 40 zur Trägeranordnung in einem Winkel von etwa 45° verläuft. Wie auch aus der Draufsicht auf die Anordnung gemäss Fig. 4 deutlich wird, wurde dies erreicht, Indem der Schiebesteg beim Aufsetzen oder Aufschieben auf die Tragschiene 26 um eben diese 45° gedreht wurde, wobei nun infolge der erfindungsgemässen Ausgestaltung des Schiebestegs und Insbesondere seiner zweiflügeligen Stegplatte 34a, 34b jeweils die Profilführung 30b der abgewinkelten Ansätze 34a', 34b' der Stegplatte 34a, 34b die Längsstreifen 26a, 26b der Tragschiene 26 umgreift und ein Teil der Stegplattenflügel 34a, 34b mit dem zuvor gemäss Fig. 3 mit der Tragschiene 26 in Eingriff stehenden Profilführungen 30a zunächst über die Tragschiene 26 hinausragt. Diese Anordnung erlaubt so die diagonale Verlegung der Profiltafeln oder Profilplanken an einer Gebäudefläche.In Fig. 1, the holding clip 10 with the support profile 40 is on the right Angle to the carrier arrangement, run in this direction then also the profiled sheets or planks to be assembled. Fig. 3 shows an arrangement made up of the same parts exists, like that of FIG. 1, but with the difference that the holding clip 10 together with the support profile 40 to the carrier arrangement runs at an angle of about 45 °. As well as clear from the top view of the arrangement according to FIG. 4 this has been achieved by placing the sliding bridge when putting it on or sliding onto the mounting rail 26 in order to do this Was rotated 45 °, now as a result of the inventive Design of the sliding bridge and in particular its two-winged Web plate 34a, 34b each have the profile guide 30b the angled lugs 34a ', 34b' of the web plate 34a, 34b encompasses the longitudinal strips 26a, 26b of the mounting rail 26 and a part of the web plate wings 34a, 34b with the previously according Fig. 3 with the support rail 26 engaged profile guides 30a initially protrudes beyond the mounting rail 26. This arrangement allows the diagonal laying of the profile sheets or profile planks on a building surface.

In der praktischen Anwendung müssen die Schiebestege auf der Tragschiene in ihrer Stellung fixiert, d.h. mit ihr verbunden werden; dies kann durch Verschrauben, aber auch durch Verklemmen oder Verpressen geschehen. Auch kann dies durch Hammerschläge auf den jeweils über die Tragschiene 26 hinausragenden Teil der Stegplattenflügel 34a, 34b geschehen.In practical use, the sliding bars on the Carrier rail fixed in position, i.e. connected to her will; this can be done by screwing, but also by Jamming or pressing happen. This can also be done by Hammer blows on those protruding from the mounting rail 26 Part of the web plate wings 34a, 34b happen.

Fig. 5 zeigt eine Ausbildung der Trägeranordnung, die ebenfalls aus einem Blechzuschnitt gefertigt ist und eine sich nach oben verjüngende Trapezform aufweist. Die Tragschiene 26 mit ihren Längsstreifen 26a, 26b ist dabei auch durch zwei beabstandete, einander zugeneigte Tragflansche 52 mit jeweils einem zugehörigen, zu diesem durch eine Abkantung A3 winklig angeordneten Boden-Befestigungsflansch 53 zu der Trägeranordnung verbunden. Die durch Abkanten aus dem Blechzuschnitt gebildeten Längsstreifen 26a, 26b der Tragschiene 26 sind an ihren Aussenkanten mit Einschnürungen 54 versehen, die von den Schlebestegen mit ihren Profilführungen 30 umfass- und untergreifbar sind.Fig. 5 shows an embodiment of the carrier arrangement, which also is made from a sheet metal blank and one itself has a tapered trapezoidal shape. The mounting rail 26 with its longitudinal strips 26a, 26b is also through two spaced, inclined support flanges 52 with an associated one, to this one by a fold A3 angled bottom mounting flange 53 to the support assembly connected. By folding from the sheet metal blank formed longitudinal strips 26a, 26b of the mounting rail 26 are provided with constrictions 54 on their outer edges, the 30 and are accessible.

Claims (6)

  1. Supporting structure for the covering ad/or the cladding of buildings using an assembly of supports, fixed to the building, which consists of spacing supporting webs (2) comprising two paralleled longitudinal strips (26a, 26b), spaced from each other, grippable from below at both sides and forming flat supporting flanges onto which some sliding links can be set or slipped, the latter having high-standing clips (10) provided with supporting profiles (40), shaped at their free ends, said links embracing the longitudinal strips (26a, 26b) of the supporting flanges at both sides and gripping them from below using some profile guides (30a, 30b),
    characterized in
    that the sliding link shows a two-wing link plate and, further, that each one of link plate wings (34a, 34b), opposite to each other, has been provided with one pair each of profile guides (30a, 30b) to embrace and grip the supporting flange (26a, 26b) from below, the directions of said guides being swept by an angle 'a', between 30 and 60°, one against the other, and one pair of guides (30b) being located at opposite projections (34a', 34b') and, moreover, that the link plate wings (34a, 34b) have been attached by a high-standing clip (10).
  2. Supporting structure according to claim 1, characterized
    in that the supporting profile of the clips (10) essentially shows the profile of a triangle with rounded-off corners and, further, that the lateral faces have some neckings.
  3. Supporting structure according to claim 1, characterized
    in that the supporting flange (26) and its longitudinal strips (26a, 26b) have been attached to the assembly A by supporting web (2) having at least one lower fixing flange (3) arranged rectangular to this web.
  4. Supporting structure according to claim 1, characterized
    in that the supporting flange (26) and its longitudinal strips (26a, 26b) have been attached to the assembly R by two spaced supporting webs (52) with one pertaining lower fixing flange (53) each, arranged at a certain angle.
  5. Supporting structure according to claim 3 or 4, characterized in that the supporting web (2) or the supporting webs (52) and the supporting flange (26) with its longitudinal strips (26a, 26b) have been made of plain sheet duly cut to size and folded.
  6. Supporting structure according to claim 5, characterized
    in that by further folding (A3) the supporting web(s) (2, 52), the lower fixing flange(s) (3, 53) has (have) also been made of plain sheet duly cut to size.
EP94115314A 1993-10-05 1994-09-29 Supporting structure for the covering and/or the cladding of buildings Expired - Lifetime EP0647747B1 (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19939315037 DE9315037U1 (en) 1993-10-05 1993-10-05 Supporting structure for a flat or pent roof
DE9315037U 1993-10-05
DE4422423A DE4422423A1 (en) 1993-10-05 1994-06-28 Supporting structure for a flat or pent roof
DE4422423 1994-06-28

Publications (2)

Publication Number Publication Date
EP0647747A1 EP0647747A1 (en) 1995-04-12
EP0647747B1 true EP0647747B1 (en) 1998-12-16

Family

ID=25937758

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94115314A Expired - Lifetime EP0647747B1 (en) 1993-10-05 1994-09-29 Supporting structure for the covering and/or the cladding of buildings

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EP (1) EP0647747B1 (en)
AT (1) ATE174649T1 (en)
DE (2) DE4422423A1 (en)

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DE19610450B4 (en) * 1996-03-16 2005-12-22 Siebau Siegener Stahlbauten Gmbh Method for rehabilitating the flat roof of a prefabricated reinforced concrete garage with a rectangular plan and set of components for carrying out the method
NL1006110C2 (en) * 1997-05-22 1998-11-25 Hoogovens Aluminium Bausysteme Movable holding element for plate-shaped building elements.
EP1069256A1 (en) * 1999-07-13 2001-01-17 Schneider & Co. Leichtbausysteme Sliding retainer and double skin roof construction comprising such a retainer
ITMI20031246A1 (en) * 2003-06-19 2004-12-20 Megadar S R L PLATE COVERING SYSTEM FOR ROOFS AND SIMILAR
GB0411221D0 (en) * 2004-05-20 2004-06-23 Speeddeck Building Systems Ltd Attachment of roof panels to roof support members
CN106592909A (en) * 2015-10-15 2017-04-26 亨特道格拉斯建筑产品(中国)有限公司 Installation system for sheet material, and fastening part for installation system
US20190100920A1 (en) * 2017-10-03 2019-04-04 Advanced Architectural Products, Llc Roof Construction
US11180919B1 (en) * 2018-03-13 2021-11-23 G. Paul Nelson, Jr. Metal roof/wall apparatus including sliding clips
CN113107142B (en) * 2021-03-08 2022-04-01 中铁建工集团有限公司 Construction method of wind-resistant metal roof structure

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BE389451A (en) *
GB708794A (en) * 1952-09-17 1954-05-12 William Octavius Atkinson Improved device for fixing corrugated and like sheets to their supports
FR87956E (en) * 1962-09-14 1966-11-18 Fixing device for parts whose bearing face has a concave part, such as corrugated sheets or the like for roofs
FR1452957A (en) * 1965-09-24 1966-04-15 Improvements in fixing plates to supports
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DE9207404U1 (en) * 1992-06-02 1992-11-12 Zambelli, Franz, 94481 Grafenau Support and fastening device

Also Published As

Publication number Publication date
ATE174649T1 (en) 1999-01-15
DE4422423A1 (en) 1995-04-06
DE59407488D1 (en) 1999-01-28
EP0647747A1 (en) 1995-04-12

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