EP0121101B1 - Roof structure for covering - Google Patents

Roof structure for covering Download PDF

Info

Publication number
EP0121101B1
EP0121101B1 EP84102137A EP84102137A EP0121101B1 EP 0121101 B1 EP0121101 B1 EP 0121101B1 EP 84102137 A EP84102137 A EP 84102137A EP 84102137 A EP84102137 A EP 84102137A EP 0121101 B1 EP0121101 B1 EP 0121101B1
Authority
EP
European Patent Office
Prior art keywords
means according
beams
shaped
connecting plates
sheet steel
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
Application number
EP84102137A
Other languages
German (de)
French (fr)
Other versions
EP0121101A3 (en
EP0121101A2 (en
Inventor
Hermann Grau
Dieter Krämer
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.)
KRISTALL BAUSYSTEME GMBH + CO.
Original Assignee
Kristall Bausysteme and Co GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kristall Bausysteme and Co GmbH filed Critical Kristall Bausysteme and Co GmbH
Priority to AT84102137T priority Critical patent/ATE38535T1/en
Publication of EP0121101A2 publication Critical patent/EP0121101A2/en
Publication of EP0121101A3 publication Critical patent/EP0121101A3/en
Application granted granted Critical
Publication of EP0121101B1 publication Critical patent/EP0121101B1/en
Expired legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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 being built up from several parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0413Joists; 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 being built up from several parts
    • E04C2003/0417Joists; 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 being built up from several parts demountable
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/043Joists; 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 hollow cross-section comprising at least one enclosed cavity
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/0434Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/0439Joists; 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 cross-section comprising open parts and hollow parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0452H- or I-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/046L- or T-shaped

Definitions

  • the invention relates to a roofing arrangement for roofing over a predefinable area, in particular for forecourts, winter gardens, pergolas or house entrances according to the preamble of claim 1.
  • the invention is therefore based on the object of providing a generic roofing arrangement with a relatively simple alignment option for the roof elements to be fastened thereon, and a considerable reduction in the assembly effort with flexible adaptation options should also be possible.
  • a preferred embodiment of the arrangement according to the invention provides that base girders are provided which have a length which corresponds to the edge length of a lattice field, wherein at least one base girder and a crossbeam running at right angles meet in each lattice corner point.
  • double base beams are provided which overlap two grid fields and which have a notch at the upper edge in their central region, for an intersection or for a T-shaped connection of a cross beam extending transversely to the base beam.
  • base supports and double base supports further adapts to individually desired dimensions. It has been shown that a horizontal, self-supporting, lattice-like support structure can be created with a grid dimension of 300 mm, and that from completely prefabricated components, which can be adapted to practically all dimensional requirements.
  • a particularly advantageous possibility for producing the notch results from the fact that the steel sheet profile for producing the notch has a keyway serving as a predetermined breaking line or an elongated hole.
  • the V-shaped gutter proves to be very well suited for removing rainwater and is created according to an advantageous further development of the subject matter of the invention that the angled edge region to form the V-shaped gutter is angled by an angle of approximately 45 degrees with respect to a vertically arranged main carrier surface is.
  • Both the bending stiffness and the buckling strength of the beams are influenced particularly favorably in that the steel sheet profile of the beam in its lower region has an angled region to one side, which is angled in the same direction as the upper edge region, and that the lower edge of the angled area is bent in the opposite direction to the said bend in such a way that a bulge and an essentially perpendicular to the main beam lower flange is formed, the edge of which is arranged in the plane defined by the main beam surface.
  • the steel sheet profiles are cold-formed profile parts.
  • the light metal connecting plates arranged between the steel sheet profiles can of course also be designed as extruded profiles or as cast parts without leaving the scope of the invention.
  • the material information set out in the present description also serves primarily to illustrate the subject matter of the invention, and other materials with sufficient strength can also be used within the scope of the invention.
  • the steel sheet profile has a total height of approximately 180 mm, of which the upper angled edge region is approximately 30 mm, the main carrier surface is approximately 100 mm and the lower angled region is approximately Take 50 mm.
  • the steel sheet profile has a sheet thickness of about 2.5 mm.
  • a very advantageous further development of the subject matter of the invention is further characterized in that the steel sheet profile in the main carrier surface arranged vertically in the installed state has horizontally extending elongated holes in the upper half of each of which are arranged at grid intervals.
  • the elongated holes fulfill an advantageous double function because, on the one hand, they serve for holding clips for roof skin elements to engage in these elongated holes, while the further function of these elongated holes can be seen in the fact that they greatly simplify the release of the double base beams.
  • To produce a notch it is only necessary to make an incision transversely from above at the two ends of an elongated hole from the edge of the carrier to the elongated hole in order to produce the desired notch.
  • the steel sheet profile on the main carrier surface and on the lower flange at a distance from one another, which corresponds to a predeterminable fraction of the grid dimension, have rows of punchings.
  • An advantageous embodiment further provides that two rows of punchings are provided on the main carrier surface, which mark the bores for the connecting screws and the cutting lengths for the carriers.
  • the markings serve on the one hand as a unit of measurement for cutting the beams to length and on the other hand for creating the drilling pattern without a drilling template for the beam connections.
  • the keyways provided in the longitudinal direction of the carriers in an alternative embodiment are used to form the notches. This is because a portion of the carrier can simply be broken out after sawing in the direction transverse to the keyway from the edge of the carrier to the keyway.
  • the connecting plates have the shape of an inverted "T" in cross-section, the transverse legs of which are arranged within the bulge and are screwed to the horizontal lower flange.
  • a particularly advantageous embodiment of the subject matter of the invention provides that between the ends of base supports or double base supports a cross-knot element is arranged, which consists of a one-piece, cross-beam-shaped light metal body equipped with fork-like double flanges exists, between the double flanges the light metal connecting plates are arranged.
  • each double flange has two bores arranged one above the other, which are aligned with corresponding openings in the light metal connecting plates and of which the lower opening is designed as a bore with the same diameter as the lower bore in the double flange and the Upper opening is an elongated hole extending in the horizontal direction, and that an eccentric cam rotatable in the cross-knot element is arranged between the front edges of the light metal connecting plates, on the peripheral surface of which the front edges of the light metal connecting plates can be supported.
  • Such an arrangement can preferably be further developed in that the eccentric cam is polygonal in cross section, two mutually parallel surfaces being provided at the same distance from the fulcrum.
  • an elevation can be carried out on each of the cross nodes, namely by lifting the relevant cross node area slightly by means of an assembly support, the lower connecting pins acting as a joint and the upper connecting pins each being able to carry out a horizontal movement in an elongated hole, after which the end faces the carrier connections are held apart by the eccentric cam.
  • a permanently elastic sealing tape is arranged between the edges of roof skin elements projecting into the V-shaped channel.
  • the assembly is considerably facilitated in that a double-sided adhesive tape is arranged along the edges of the roof skin elements, which protrude into the V-shaped channel, and is covered with protective tape that can be removed for assembly.
  • edges of the dome-shaped roof skin elements protruding into the V-shaped channel are held by elastic retaining clips which engage the carriers.
  • these retaining clips are characterized in that the retaining clips each have V-shaped cantilevers in their upper region which extend over the edges of the roof skin elements and have hooks engaging in openings in the carriers in their lower region.
  • the arrangement is advantageously made such that the hooks engage in elongated holes which are arranged in the horizontal direction in the main carrier surfaces.
  • This arrangement is preferably characterized in that the lower rail has an upwardly open U-shaped channel.
  • a further embodiment of the subject matter of the invention provides that the lower rail is one for receiving a has horizontal veneer serving further U-rail, in which the "U" is arranged horizontally.
  • a canopy can be built to a very large extent to practically any desired dimensions and optical design, which on the one hand takes advantage of the advantages of industrial series production in economic terms and at the same time offers free design options with regard to the optical-aesthetic design.
  • FIG. 1 illustrates in a purely schematic floor plan the basic grid field construction of a roof according to the invention.
  • Wall brackets 43 are attached to a wall, on which the roof construction according to the invention rests on one side, while the other side is supported on supports 42.
  • the roof structure according to the invention is self-supporting between the wall brackets 43 and the supports 42.
  • Base supports 10 or double base supports 11 are arranged between the supports 42 on the one hand and in the area between the supports 42 and wall brackets 43, with cross members 12 being present between the double base supports 11.
  • a square grid field 13 is formed by four carriers each.
  • such a grid field 13 can have a grid dimension of 30 cm.
  • the arrangement illustrated in FIG. 1 can be created from horizontal, self-supporting, grid-like support elements.
  • the roof covering elements are used, each of which covers a grid area 13.
  • either transparent or opaque roof skin elements can be used.
  • Preferably transparent or translucent dome segments can be used if it is desired that the space under the roof according to the invention be as bright as possible.
  • a T-shaped connection with a double base support 11 is shown, for example, between two base supports, which are shown in the lower region of FIG. 1, in which a T-piece designed in the manner of a cross-knot element 32 is used becomes.
  • a cross knot element with an eccentric cam shown purely schematically in FIG. 1 is explained in more detail below with reference to FIGS. 4 and 5.
  • FIG. 1 also shows, for a double base support 11, a notch 14 provided for connecting a cross member 12, which is shown in FIG. 2 with structural details.
  • light metal connecting plates 19 are shown purely schematically in FIG. 1, which are provided in the region of intersections and of L and T-shaped connections and are explained in more detail below with reference to the corresponding FIG.
  • base beams 10 and double base beams 11, which are twice as long as the base beams 10, are used to absorb the main loads.
  • the cross members 12 are used for the cross connection.
  • the supporting structure is supported either on wall brackets 43 or on supports 42.
  • the double base support 11 illustrates in a schematic elevation a double base support 11 which has a notch 14.
  • the double base support 11 is manufactured in a composite construction. It consists of two sheet steel profiles 15 and 16 ; which are connected to one another and stiffened via a light metal connecting plate 19 arranged between them.
  • the light metal connecting plate 19 is provided in the area of T-shaped connections and in intersection areas, but can extend over a predeterminable area along the carrier and, in special cases, can also be present continuously.
  • the weakening of the profile caused by the notching is compensated by the light metal connecting plate 19.
  • a connecting plate in the form of a flat material can be used, which of course can also be produced in any way. 3, an inverted T-profile can also be used as the connecting plate.
  • FIG. 3 illustrates the structure of a composite beam used in accordance with the invention.
  • the steel sheet profiles 15 and 16 basically the same shape, so that only a single profile has to be produced in production.
  • Each steel sheet profile 15 ′ and 16 has an angled area on its upper edge, which in the embodiment illustrated in FIG. 3 is angled by approximately 45 degrees with respect to the main carrier surface.
  • a V-shaped channel is formed between the two upper angled regions of the steel sheet profiles 15 and 16. The further configuration and the function of this V-shaped channel are explained in more detail below with reference to FIG. 6.
  • the steel sheet profiles 15 and 16 each have an area exhibited in the same direction as in the upper area, the lower edge of which is bent in the opposite direction to the bulge formed in such a way that an essentially horizontal lower flange is formed. This creates a stiffening bulge in the lower area of the composite beam.
  • a T-shaped light metal connecting plate 19 is arranged between the two steel sheet profiles 15 and 16, as shown in FIG. 3, which is connected to the steel sheet profiles 15 and 16 by means of connecting screws 20 and 21.
  • the T-shaped profile of the light metal connecting plate 19 has holes 30 in its T longitudinal leg, which are shown in more detail in FIG. 2.
  • the connecting screws 20, which hold the composite support below the V-shaped channel 18, are passed through the bores 30.
  • the connecting screws 21, which connect the steel sheet profiles 15 and 16 to the T-cross leg of the light metal connecting sheet 19, are passed through the lower flange 23, as can be clearly seen from FIGS. 2 and 3.
  • a cross node region is described in more detail below with reference to FIGS. 4 and 5.
  • an eccentric cam 36 is arranged in the upper region of the cross-knot element 32 in the upper region of the cross-knot element 32 in the upper region of the cross-knot element 32 there is between the end faces of the light metal connecting plates arranged at a distance from one another 19 an eccentric cam 36 is arranged.
  • both the light metal connecting plates 19 and the double flanges 33 of the cross-knot element 32 have openings 35 which are aligned with one another and designed as bores.
  • elongated holes 34 are provided in the light metal connecting plates 19 in a basically aligned arrangement, while in the double flanges 33 of the cross node element 32 holes 35 are arranged. Pins are passed through the bores 35 and the corresponding elongated holes 34. If an elevation is now to be carried out in the area of a cross knot so that the rainwater can run off easily from this area, this can be done in the arrangement according to the invention in the following manner. First, a support is placed under the cross-knot element 32.
  • the front edges of the light metal connecting plates 19 can be moved apart in the area of the eccentric cam 36, namely by the bolts being guided in the elongated holes 34, the bolts passing through the holes 35 in the lower region act as a pivot pin.
  • the carrier connections in the upper region of the connecting plates are pressed apart, the lower connecting pins acting as a swivel joint and the upper connecting pins being guided in the elongated holes.
  • the front edges of the connecting plates 19 can be supported or wedged with appropriate dimensioning of the cam surfaces. The support can then be removed under the cross knot area. If 36 cam surfaces are provided on the eccentric cam with different distances from the axis of rotation, different elevations can be brought about in this way and fixed by appropriate adjustment of the eccentric cam 36.
  • FIG. 6 illustrates the configuration of the V-shaped channel 18 in a schematic vertical section.
  • the edges of roof skin elements 22 protrude into the V-shaped channel 18 within the angled upper regions of the sheet steel profiles 15 and 16, respectively.
  • the edges of the roof skin elements 22 are provided with a double-sided adhesive tape 38, which is already attached during manufacture.
  • the outer protective layer of such a double-sided adhesive tape 38 is removed so that a sealing tape 37 can be inserted between the edges of the roof skin elements 22, which is firmly and tightly connected to the tapes 38 by an adhesive connection.
  • FIG. 6 also shows a holding clip 25 which has cantilevers 26 which are spread apart in a Y-shape in its upper region and which rest on the double-sided adhesive tapes 38.
  • the holding clip 25 In its lower region, the holding clip 25 has hooks 27 which are angled outwards and which engage in the elongated holes 34 which are formed in the steel sheet profiles 15 and 16.
  • the elongated holes 34 can be seen in particular from the illustration in FIG. 7.
  • the holding clips 25 can be used at predeterminable distances from one another. In those places where there are no retaining clips 25, there is a continuous adhesive connection between the Sealing tape 37 and the double-sided adhesive tapes 38.
  • a well-sealed rain gutter is formed on the one hand by the above-described embodiment of the subject matter of the invention, and at the same time the edges of the roof skin elements are firmly anchored with the aid of the retaining clips 25.
  • FIG. 7 shows the steel sheet profile 15 in a schematic elevation and also clearly shows the elongated holes 34 already mentioned above. 7 also shows the keyway 17, which, according to the above explanations, serves to produce a notch illustrated in FIG. 2, namely by making cuts across the keyway 17 from above and breaking out the edge region remaining between the cuts becomes.
  • FIG. 7 also shows punchings 28 and 29 which serve on the one hand as a cut-to-length dimension and on the other hand represent a drilling pattern, so that the bores required for making connections can be made without a drilling template and at the same time can be positioned exactly. In this way, both the bores 30 for the connecting screws 20 and the bores 31 for the connecting screws 21 can be made easily and precisely.
  • the steel sheet profile 15 shown in FIG. 7 is illustrated in FIG. 8 in a section along the line VIII-VIII, and in this illustration the grain 28 in the main support surface as well as the grain 29 in the lower flange 23 in their location clearly recognizable.
  • node brackets 44 with cross members 12 attached thereto which each run horizontally as shown in FIGS. 9 and 10, are flanged to a double base carrier 11. Such a connection can in principle take place in the area of a notch 14, as illustrated in FIG. 2.
  • FIG. 11 illustrates the end region of a base support 10, the connecting plate 19 of which has an elongated hole 34 in the upper region and a bore 35 in the lower region. Furthermore, the bores 30 for the connecting screws 20 as well as the screws 21 inserted into the lower flange 23 of the steel sheet profile are illustrated in FIG. 11.
  • the part of a base support 10 shown in FIG. 11 can in principle be used for connection to a cross-node element, as was shown in FIGS. 4 and 5.
  • FIG. 12 illustrates an advantageous possibility of attaching a holding bracket 41 to a carrier according to the invention with the aid of connecting screws 20, which bracket can be used to fasten a lower rail 40 by means of fastening screws 45 for attaching an edge covering (not shown).
  • the lower rail 40 has an upwardly open U-groove, into which the lower edge of a decorative cover (not shown) can be inserted.
  • the upper edge of such a decorative veneer which is to be arranged vertically in principle, can be held in an inverted U-groove which is formed on an upper rail 39, which is fastened to the steel sheet profile 16 in the region of the V- by means of fastening elements such as screws.
  • shaped groove 18 is attached.
  • two U-grooves which are aligned with one another are thus formed, into which a decorative covering designed according to the wishes of the respective application can be inserted or inserted.
  • the lower rail 40 has, as shown in FIG. 12, a further U-shaped groove, the opening of which is arranged horizontally, so that a horizontal facing can be inserted into the corresponding U opening.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)

Abstract

1. Roofing means for roofing a given surface, particularly for forecourts, conservatories, pergolas or house entrances, with a grid-like support structure, industrially prefabricated beams (10, 11, 12) matched to given girder field dimensions are provided which rest on vertical supports or wall brackets, the beams (10, 11, 12) are constructed as bonded beams or girders having two symmetrically arranged sheet steel profiles (15, 16), between which are arranged L and T-shaped connecting plates (19), at least in the vicinity of intersections, the sheet steel profiles (15, 16) and connecting plates (19) being screwed together by means of assembly screws (20, 21), characterized in that the connecting plates (19) are made from light metal and that the sheet steel profiles (15, 16) have angular edge regions in the upper part of the beam (10, 11, 12) forming a substantially V-shaped groove, into which project the edges of dome-shaped roof membrane elements (22), which in each case cover a grid field (13).

Description

Die Erfindung betrifft eine Überdachungsanordnung zum Überdachen einer vorgebbaren Fläche, insbesondere für Vorplätze, Wintergärten, Pergolen oder Hauseingänge gemäß Oberbegriff des Anspruchs 1.The invention relates to a roofing arrangement for roofing over a predefinable area, in particular for forecourts, winter gardens, pergolas or house entrances according to the preamble of claim 1.

Eine derartige Überdachungsanordnung ist aus der FR-A-1 281 098 bekannt. Als Nachteil kann es jedoch bei dieser bekannten Überdachungsanordnung angesehen werden, daß im entsprechenden Rastermaß keine Führungseinrichtungen für die aufzubringenden Dachelemente, insbesondere bei kuppelförmigen Dachelementen, vorhanden sind. Hierdurch ist ein erheblicher Montage- und Ausrichtungsaufwand für die Fertigung der kompletten Überdachungsanordnung notwendig.Such a roofing arrangement is known from FR-A-1 281 098. However, it can be regarded as a disadvantage in this known roofing arrangement that no guide devices for the roof elements to be applied, in particular in the case of dome-shaped roof elements, are present in the corresponding grid dimension. As a result, a considerable amount of assembly and alignment work is required for the production of the complete roof arrangement.

Ausgehend von diesem Stand der Technik liegt daher der Erfindung die Aufgabe zugrunde, eine gattungsgemäße Überdachungsanordnung mit einer relativ einfachen Ausrichtungsmöglichkeit für die darauf zu befestigenden Dachelemente vorzusehen, wobei auch eine erhebliche Reduzierung des Montageaufwandes bei flexibler Anpassungsmöglichkeit möglich sein soll.Based on this prior art, the invention is therefore based on the object of providing a generic roofing arrangement with a relatively simple alignment option for the roof elements to be fastened thereon, and a considerable reduction in the assembly effort with flexible adaptation options should also be possible.

Diese Aufgabe wird erfindungsgemäß bei einer Überdachungsanordnung nach Oberbegriff des Anspruchs 1 durch die Merkmale des kennzeichnenden Teils gelöst.This object is achieved in a roof arrangement according to the preamble of claim 1 by the features of the characterizing part.

Hierdurch ergibt sich der besondere Vorteil, daß die aufzubringenden Dachhaut-Elemente relativ einfach und ohne grössere Ausrichtung in der im wesentlichen V-förmigen Rinne mit ihren Rändern plaziert werden können, so daß die Erstellung der gesamten Überdachungsanordnung in relativ kurzer Zeit und in wirtschaftlicher Weise auch an der Baustelle fertiggestellt werden kann.This has the particular advantage that the roof skin elements to be applied can be placed relatively easily and without major alignment in the essentially V-shaped channel with its edges, so that the creation of the entire roofing arrangement in a relatively short time and in an economical manner can be completed at the construction site.

Eine bevorzugte Ausführungsform der erfindungsgemäßen Anordnung sieht vor, daß Basisträger vorgesehen sind, welche eine Länge haben, die der Kantenlänge eines Gitterfeldes entspricht, wobei in jedem Gittereckpunkt wenigstens ein Basisträger und ein dazu unter einem rechten Winkel verlaufender Querträger zusammentreffen.A preferred embodiment of the arrangement according to the invention provides that base girders are provided which have a length which corresponds to the edge length of a lattice field, wherein at least one base girder and a crossbeam running at right angles meet in each lattice corner point.

Weiterhin kann vorzugsweise vorgesehen sein, daß Doppelbasisträger vorgesehen sind, welche zwei Gitterfelder übergreifen und welche in ihrem mittleren Bereich, für eine Kreuzung oder für einen T-förmigen Anschluß eines quer zum Basisträger verlaufenden Querträgers, am oberen Rand eine Ausklinkung aufweisen.Furthermore, it can preferably be provided that double base beams are provided which overlap two grid fields and which have a notch at the upper edge in their central region, for an intersection or for a T-shaped connection of a cross beam extending transversely to the base beam.

Durch die Verwendung von Basisträgern und Doppelbasisträgern wird die Anpassung an individuell gewünschte Abmessungen weiter gefördert. Es hat sich gezeigt, daß mit einem Rastermaß von 300 mm eine horizontale, freitragende, gitterartige Tragkonstruktion erstellt werden kann, und zwar aus vollständig vorgefertigten Bauteilen, die an praktisch alle Abmessungswünsche angepaßt werden kann.The use of base supports and double base supports further adapts to individually desired dimensions. It has been shown that a horizontal, self-supporting, lattice-like support structure can be created with a grid dimension of 300 mm, and that from completely prefabricated components, which can be adapted to practically all dimensional requirements.

Eine besonders vorteilhafte Möglichkeit zur Herstellung der Ausklinkung ergibt sich dadurch, daß das Stahlblech-Profil zur Herstellung der Ausklinkung eine als Sollbruchlinie dienende Keilnut oder ein Langloch aufweist.A particularly advantageous possibility for producing the notch results from the fact that the steel sheet profile for producing the notch has a keyway serving as a predetermined breaking line or an elongated hole.

Dabei hat sich eine Anordnung gut bewährt, welche vorsieht, daß die Keilnut sich im unteren Teil des zur Bildung der V-förmigen Rinne abgewinkelten Randbereiches befindet.Here, an arrangement has proven itself that provides that the keyway is located in the lower part of the angled area to form the V-shaped channel.

Die V-förmige Rinne erweist sich zum Abführen von Regenwasser als sehr gut geeignet und wird gemäß einer vorteilhaften Weiterbildung des Erfindungsgegenstandes dadurch geschaffen, daß der zur Bildung der V-förmigen Rinne abgewinkelte Randbereich um einen Winkel von etwa 45 Grad gegenüber einer vertikal anzuordnenden Trägerhauptfläche abgewinkelt ist.The V-shaped gutter proves to be very well suited for removing rainwater and is created according to an advantageous further development of the subject matter of the invention that the angled edge region to form the V-shaped gutter is angled by an angle of approximately 45 degrees with respect to a vertically arranged main carrier surface is.

Sowohl die Biegesteifigkeit als auch die Knickfestigkeit der Träger wird dadurch besonders günstig beeinflußt, daß das Stahlblech-Profil des Trägers in seinem unteren Bereich einen nach einer Seite abgewinkelten Bereich aufweist, welcher in derselben Richtung wie der obere Randbereich abgewinkelt ist, und daß der untere Rand des abgewinkelten Bereiches in entgegengesetzter Richtung zu der genannten Abwinklung derart umgebogen ist, daß eine Ausbauchung und ein im wesentlichen rechtwinklig zu der Trägerhauptfläche angeordneter Untergurt gebildet ist, dessen Rand in der durch die Trägerhauptfläche festgelegten Ebene angeordnet ist.Both the bending stiffness and the buckling strength of the beams are influenced particularly favorably in that the steel sheet profile of the beam in its lower region has an angled region to one side, which is angled in the same direction as the upper edge region, and that the lower edge of the angled area is bent in the opposite direction to the said bend in such a way that a bulge and an essentially perpendicular to the main beam lower flange is formed, the edge of which is arranged in the plane defined by the main beam surface.

Dabei kann vorzugsweise vorgesehen sein, daß die Stahlblech-Profile kaltverformte Profilteile sind.It can preferably be provided that the steel sheet profiles are cold-formed profile parts.

Die zwischen den Stahlblech-Profilen angeordneten Leichtmetall-Verbindungsbleche können natürlich auch als Strangpreßprofile oder auch als Gußteile ausgebildet sein, ohne den Rahmen der Erfindung zu verlassen. Es dienen auch die in der vorliegenden Beschreibung niedergelegten Materialangaben vor allem zur Veranschaulichung des Erfindungsgegenstandes, und es können im Rahmen der Erfindung auch andere Materialien mit hinreichender Festigkeit verwendet werden.The light metal connecting plates arranged between the steel sheet profiles can of course also be designed as extruded profiles or as cast parts without leaving the scope of the invention. The material information set out in the present description also serves primarily to illustrate the subject matter of the invention, and other materials with sufficient strength can also be used within the scope of the invention.

In der Praxis hat sich eine Anordnung gut bewährt, welche sich dadurch auszeichnet, daß das Stahlblech-Profil eine Höhe von insgesamt etwa 180 mm aufweist, von welcher der obere abgewinkelte Randbereich etwa 30 mm, die Trägerhauptfläche etwa 100 mm und der untere abgewinkelte Bereich etwa 50 mm einnehmen.In practice, an arrangement has proven itself which is characterized in that the steel sheet profile has a total height of approximately 180 mm, of which the upper angled edge region is approximately 30 mm, the main carrier surface is approximately 100 mm and the lower angled region is approximately Take 50 mm.

Dabei kann vorgesehen sein, daß das Stahlblech-Profil eine Blechstärke von etwa 2,5 mm aufweist.It can be provided that the steel sheet profile has a sheet thickness of about 2.5 mm.

Eine sehr vorteilhafte Weiterbildung des Erfindungsgegenstandes zeichnet sich weiterhin dadurch aus, daß das Stahlblech-Profil in der im eingebauten Zustand vertikal angeordneten Trägerhauptfläche in deren oberer Hälfte jeweils im Rasterabstand angeordnete, horizontal verlaufende Langlöcher aufweist.A very advantageous further development of the subject matter of the invention is further characterized in that the steel sheet profile in the main carrier surface arranged vertically in the installed state has horizontally extending elongated holes in the upper half of each of which are arranged at grid intervals.

Die Langlöcher erfüllen eine vorteilhafte Doppelfunktion, weil sie einerseits dazu dienen, daß Halteklammern für Dachhaut-Elemente in diese Langlöcher eingreifen, während die weitere Funktion dieser Langlöcher darin zu sehen ist, daß sie die Ausklinkung der Doppelbasisträger stark vereinfachen. Es braucht nämlich zur Herstellung einer Ausklinkung lediglich an den beiden Enden eines Langloches von oben quer ein Einschnitt vom Rand des Trägers bis zum Langloch ausgeführt zu werden, um die gewünschte Ausklinkung zu erzeugen.The elongated holes fulfill an advantageous double function because, on the one hand, they serve for holding clips for roof skin elements to engage in these elongated holes, while the further function of these elongated holes can be seen in the fact that they greatly simplify the release of the double base beams. To produce a notch, it is only necessary to make an incision transversely from above at the two ends of an elongated hole from the edge of the carrier to the elongated hole in order to produce the desired notch.

Weiterhin kann gemäß einer besonders vorteilhaften Ausgestaltung des Erfindungsgegenstandes vorgesehen sein, daß das Stahlblech-Profil auf der Trägerhauptfläche sowie an dem Untergurt in einem Abstand voreinander, welcher einem vorgebbaren Bruchteil des Rastermaßes entspricht, Reihen von Ankörnungen aufweisen.Furthermore, according to a particularly advantageous embodiment of the subject matter of the invention, it can be provided that the steel sheet profile on the main carrier surface and on the lower flange at a distance from one another, which corresponds to a predeterminable fraction of the grid dimension, have rows of punchings.

Dabei sieht eine vorteilhafte Ausgestaltung weiterhin vor, daß auf der Trägerhauptfläche zwei Reihen von Ankörnungen vorgesehen sind, welche die Bohrungen für die Verbindungsschrauben sowie die Schnittlängen für die Träger markieren.An advantageous embodiment further provides that two rows of punchings are provided on the main carrier surface, which mark the bores for the connecting screws and the cutting lengths for the carriers.

Die Ankörnungen dienen einerseits als Maßeinheit zum Ablängen der Träger und andererseits zum Erstellen des Bohrbildes ohne Bohrschablone für die Trägeranschlüsse.The markings serve on the one hand as a unit of measurement for cutting the beams to length and on the other hand for creating the drilling pattern without a drilling template for the beam connections.

In ähnlicher Weise wie die Langlöcher werden auch die in der Längsrichtung der Träger in einer alternativen Ausführungsform vorgesehenen Keilnuten zur Ausbildung der Ausklinkungen verwendet. Es kann nämlich ein Teilbereich des Trägers einfach ausgebrochen werden, nachdem in der Querrichtung zu der Keilnut vom Rand des Trägers her bis zur Keilnut eingesägt wurde.In a manner similar to the elongated holes, the keyways provided in the longitudinal direction of the carriers in an alternative embodiment are used to form the notches. This is because a portion of the carrier can simply be broken out after sawing in the direction transverse to the keyway from the edge of the carrier to the keyway.

Zur Versteifung der Träger kann weiterhin vorzugsweise vorgesehen sein, daß die Verbindungsbleche im Querschnitt die Form eines umgekehrten "T" aufweisen, dessen Querschenkel innerhalb der Ausbauchung angeordnet und mit dem horizontalen Untergurt verschraubt ist.For stiffening the beams, it can also be preferably provided that the connecting plates have the shape of an inverted "T" in cross-section, the transverse legs of which are arranged within the bulge and are screwed to the horizontal lower flange.

Um Basisträger oder Doppelbasisträger jeweils mit ihren Enden aneinander zu fügen sieht eine besonders vorteilhafte Ausführungsform des Erfindungsgegenstandes vor, daß zwischen den Enden von Basisträgern bzw. Doppelbasisträgern jeweils ein Kreuzknotenelement angeordnet ist, welches aus einem einstückig ausgebildeten, balkenkreuzartig geformten, mit gabelartig angeordneten Doppelflanschen ausgestatteten Leichtmetallkörper besteht, zwischen dessen Doppelflanschen die Leichtmetall-Verbindungsbleche angeordnet sind.In order to join base supports or double base supports with their ends to each other, a particularly advantageous embodiment of the subject matter of the invention provides that between the ends of base supports or double base supports a cross-knot element is arranged, which consists of a one-piece, cross-beam-shaped light metal body equipped with fork-like double flanges exists, between the double flanges the light metal connecting plates are arranged.

Dabei kann die Anordnung vorteilhafterweise derart getroffen sein, daß jeder Doppelflansch zwei übereinander angeordnete Bohrungen aufweist, die mit entsprechenden Öffnungen in den Leichtmetall-Verbindungsblechen fluchten und von denen die untere Öffnung als Bohrung mit dem gleichen Durchmesser wie die untere Bohrung im Doppelflansch ausgebildet ist und die obere Öffnung -ein sich in horizontaler Richtung erstreckendes Langloch ist, und daß zwischen stirnseitigen Rändern der Leichtmetall-Verbindungsbleche ein in dem Kreuzknotenelement drehbarer Exzenternocken angeordnet ist, an dessen Umfangsfläche die stirnseitigen Ränder der Leichtmetall-Verbindungsbleche abstützbar sind.The arrangement can advantageously be such that each double flange has two bores arranged one above the other, which are aligned with corresponding openings in the light metal connecting plates and of which the lower opening is designed as a bore with the same diameter as the lower bore in the double flange and the Upper opening is an elongated hole extending in the horizontal direction, and that an eccentric cam rotatable in the cross-knot element is arranged between the front edges of the light metal connecting plates, on the peripheral surface of which the front edges of the light metal connecting plates can be supported.

Eine solche Anordnung kann vorzugsweise dadurch weitergebildet werden, daß der Exzenternocken im Querschnitt polygonal ausgebildet ist, wobei jeweils auf gleichem Abstand vom Drehpunkt zwei zueinander parallele Flächen vorgesehen sind.Such an arrangement can preferably be further developed in that the eccentric cam is polygonal in cross section, two mutually parallel surfaces being provided at the same distance from the fulcrum.

Bei einer derartigen Anordnung kann an den Kreuzknoten jeweils eine Überhöhung durchgeführt werden, indem nämlich der betreffende Kreuzknotenbereich durch eine Montagestütze leicht angehoben wird, wobei die unteren Verbindungszapfen als Gelenk wirken und die oberen Verbindungszapfen in einem Langloch jeweils eine horizontale Bewegung ausführen können, wonach die Stirnseiten der Trägeranschlüsse durch den Exzenternocken auseinandergedrückt gehalten werden.With such an arrangement, an elevation can be carried out on each of the cross nodes, namely by lifting the relevant cross node area slightly by means of an assembly support, the lower connecting pins acting as a joint and the upper connecting pins each being able to carry out a horizontal movement in an elongated hole, after which the end faces the carrier connections are held apart by the eccentric cam.

Um eine gute Abdichtung der erfindungsgemäßen Überdachung gegen Regenwasser zu gewährleisten, kann vorzugsweise vorgesehen sein, daß zwischen in die V-förmige Rinne hineinragenden Rändern von Dachhaut-Elementen ein dauerelastisches Dichtungsband angeordnet ist.In order to ensure a good seal of the roofing according to the invention against rainwater, it can preferably be provided that a permanently elastic sealing tape is arranged between the edges of roof skin elements projecting into the V-shaped channel.

Die Montage wird dadurch wesentlich erleichtert, daß entlang den Rändern der Dachhaut-Elemente, die in die V-förmige Rinne hineinragen, ein doppelseitig klebendes Band angeordnet und mit zur Montage lösbaren Schutzband abgedeckt ist.The assembly is considerably facilitated in that a double-sided adhesive tape is arranged along the edges of the roof skin elements, which protrude into the V-shaped channel, and is covered with protective tape that can be removed for assembly.

Vorzugsweise ist weiterhin vorgesehen, daß die in die V-förmige Rinne hineinragenden Ränder der kuppelförmigen Dachhaut-Elemente durch elastische Halteklammern gehalten sind, die an den Trägern angreifen.It is also preferably provided that the edges of the dome-shaped roof skin elements protruding into the V-shaped channel are held by elastic retaining clips which engage the carriers.

Diese Halteklammern zeichnen sich nach einer vorteilhaften Ausführungsform des Erfindungsgegenstandes dadurch aus, daß die Halteklammern jeweils in ihrem oberen Bereich V-förmig geformte, die Ränder der Dachhaut-Elemente übergreifende Ausleger aufweisen und in ihrem unteren Bereich in Öffnungen in den Trägern eingreifende Haken aufweisen.According to an advantageous embodiment of the subject matter of the invention, these retaining clips are characterized in that the retaining clips each have V-shaped cantilevers in their upper region which extend over the edges of the roof skin elements and have hooks engaging in openings in the carriers in their lower region.

Vorteilhafterweise ist die Anordnung dabei derart getroffen, daß die Haken in Langlöcher eingreifen, die in horizontaler Richtung in den Trägerhauptflächen angeordnet sind.The arrangement is advantageously made such that the hooks engage in elongated holes which are arranged in the horizontal direction in the main carrier surfaces.

Um die erfindungsgemäße Überdachung auch optisch besonders vorteilhaft auszugestalten, kann weiterhin vorzugsweise vorgesehen sein, daß eine an einem Träger anbringbare Halterung vorgesehen ist, welche zur Anbringung einer vertikalen Randverblendung eine obere und eine untere Schiene aufweist, in welche nachträglich eine praktisch beliebig gestaltete Zierverblendung einzusetzen ist.In order to also design the roof according to the invention in a particularly advantageous manner, provision can furthermore preferably be made for a mount which can be attached to a carrier and which has an upper and a lower rail for attaching a vertical edge covering, into which a practically arbitrarily designed decorative covering can subsequently be inserted .

Diese Anordnung zeichnet sich vorzugsweise dadurch aus, daß die untere Schiene eine nach oben offene U-förmige Rinne aufweist.This arrangement is preferably characterized in that the lower rail has an upwardly open U-shaped channel.

Um nicht nur in den äußeren Randbereichen eine besonders ansprechende Verblendung anbringen zu können, sondern um auch unter der Dachkonstruktion eine Zierblende vorteilhaft anbringen zu können, sieht eine weitere Ausgestaltung des Erfindungsgegenstandes vor, daß die untere Schiene eine zur Aufnahme einer horizontalen Verblendung dienende weitere U-Schiene aufweist, bei welcher das "U" horizontal angeordnet ist.In order not only to be able to attach a particularly appealing facing in the outer edge regions, but also to be able to advantageously attach a decorative panel under the roof structure, a further embodiment of the subject matter of the invention provides that the lower rail is one for receiving a has horizontal veneer serving further U-rail, in which the "U" is arranged horizontally.

Insgesamt läßt sich gemäß der Erfindung in sehr weitgehender Anpassung an praktisch beliebige Wünsche hinsichtlich Abmessungen und optischer Ausgestaltung eine Überdachung aufbauen, welche einerseits in wirtschaftlicher Hinsicht die Vorteile einer industriellen Serienfertigung ausnutzt und dabei jedoch zugleich hinsichtlich der optisch-ästhetischen Gestaltung freizüge Gestaltungsmöglichkeiten bietet.Overall, according to the invention, a canopy can be built to a very large extent to practically any desired dimensions and optical design, which on the one hand takes advantage of the advantages of industrial series production in economic terms and at the same time offers free design options with regard to the optical-aesthetic design.

Die Erfindung wird nachfolgend beispielsweise anhand der Zeichnung beschrieben; in dieser zeigen:

  • Fig. 1. einen schematischen Grundriß einer erfindungsgemäßen Überdachungs-Anordnung,
  • Fig. 2. einen schematischen Aufriß eines Doppelbasisträgers mit einer Ausklinkung,
  • Fig. 3. eine Seitenansicht des in der Fig. 2 dargestellten Doppelbasisträgers,
  • Fig. 4. eine teilweise im Schnitt veranschaulichte Darstellung eines in der Fig. 5 gezeigten Kreuzknotenbereichs, wobei der Schnitt entlang der Linie IV-IV in der Fig. 5 geführt ist,
  • Fig. 5. einen schematischen Grundriß eines Kreuzknotenbereichs,
  • Fig. 6. einen Vertikalschnitt durch eine V-förmige Rinne,
  • Fig. 7. eine schematische Seitenansicht eines Stahlblech-Profils
  • Fig. 8. einen Schnitt entlang der Linie VIII-VIII in der Fig. 7,
  • Fig. 9. einen schematischen Aufriß eines Querträger-Anschlusses im Teilschnitt,
  • Fig. 10. einen schematischen Grundriß eines Querträger-Anschlusses nach der Darstellung in der Fig. 9,
  • Fig. 11. in einem schematischen Aufriß den Endbereich eines Basisträgers, und
  • Fig. 12. in einem Vertikalschnitt eine Halterung für eine Zierverblendung.
The invention is described below, for example with reference to the drawing; in this show:
  • 1 shows a schematic plan view of a roofing arrangement according to the invention,
  • 2 shows a schematic elevation of a double base carrier with a notch,
  • 3 shows a side view of the double base support shown in FIG. 2,
  • FIG. 4 shows an illustration, partly in section, of a cross-knot region shown in FIG. 5, the section being taken along line IV-IV in FIG. 5,
  • 5 shows a schematic plan view of a cross node area,
  • 6. a vertical section through a V-shaped channel,
  • Fig. 7. is a schematic side view of a steel sheet profile
  • 8 shows a section along the line VIII-VIII in FIG. 7,
  • 9 is a schematic elevation of a cross member connection in partial section,
  • 10. is a schematic plan view of a cross member connection as shown in FIG. 9,
  • 11 shows a schematic elevation of the end region of a base support, and
  • Fig. 12. In a vertical section, a holder for a decorative panel.

Die Fig. 1 veranschaulicht in einem rein schematischen Grundriß die Gitterfeld-Grundkonstruktion einer erfindungsgemäßen Überdachung. An einer Wand sind Wandkonsolen 43 angebracht, auf welcher die erfindungsgemäße Dachkonstruktion auf der einen Seite aufliegt, während die andere Seite auf Stützen 42 gelagert ist. Zwischen den Wandkonsolen 43 und den Stützen 42 ist die erfindungsgemäße Dachkonstruktion freitragend.1 illustrates in a purely schematic floor plan the basic grid field construction of a roof according to the invention. Wall brackets 43 are attached to a wall, on which the roof construction according to the invention rests on one side, while the other side is supported on supports 42. The roof structure according to the invention is self-supporting between the wall brackets 43 and the supports 42.

Zwischen den Stützen 42 einerseits und im Bereich zwischen den Stützen 42 und Wandkonsolen 43 andererseits sind Basisträger 10 bzw. Doppelbasisträger 11 angeordnet, wobei zwischen den Doppelbasisträgern 11 Querträger 12 vorhanden sind.Base supports 10 or double base supports 11 are arranged between the supports 42 on the one hand and in the area between the supports 42 and wall brackets 43, with cross members 12 being present between the double base supports 11.

Es wird durch jeweils vier Träger ein quadratisches Gitterfeld 13 gebildet. Ein solches Gitterfeld 13 kann bei einer bevorzugten Ausführungsform des erfindungsgemäßen Daches ein Rastermaß von 30 cm aufweisen.A square grid field 13 is formed by four carriers each. In a preferred embodiment of the roof according to the invention, such a grid field 13 can have a grid dimension of 30 cm.

Die in der Fig. 1 veranschaulichte Anordnung kann aus horizontalen, freitragenden, gitterartigen Tragelementen erstellt werden. Die Eindekkung erfolgt durch Dachhaut-Elemente, welche jeweils ein Gitterfeld 13 abdecken. Es können in Abhängigkeit vom jeweiligen Verwendungszweck entweder durchsichtige oder undurchsichtige Dachhaut-Elemente verwendet werden. Vorzugsweise können durchsichtige oder durchscheinende Kuppelsegmente verwendet werden, wenn es erwünscht ist, daß der Raum unter dem erfindungsgemäßen Dach möglichst hell ist.The arrangement illustrated in FIG. 1 can be created from horizontal, self-supporting, grid-like support elements. The roof covering elements are used, each of which covers a grid area 13. Depending on the intended use, either transparent or opaque roof skin elements can be used. Preferably transparent or translucent dome segments can be used if it is desired that the space under the roof according to the invention be as bright as possible.

Bei der in der Fig. 1 veranschaulichten Anordnung ist beispielsweise zwischen zwei Basisträgern, die im unteren Bereich der Fig. 1 dargestellt sind, ein T-förmiger Anschluß mit einem Doppelbasisträger 11 dargestellt, bei welchem ein nach Art eines Kreuzknotenelementes 32 ausgebildetes T-Stück verwendet wird. Ein solches Kreuzknotenelement mit einem in der Fig. 1 rein schematisch eingezeichneten Exzenternocken wird unten anhand der Fig. 4 und 5 näher erläutert.In the arrangement illustrated in FIG. 1, a T-shaped connection with a double base support 11 is shown, for example, between two base supports, which are shown in the lower region of FIG. 1, in which a T-piece designed in the manner of a cross-knot element 32 is used becomes. Such a cross knot element with an eccentric cam shown purely schematically in FIG. 1 is explained in more detail below with reference to FIGS. 4 and 5.

Weiterhin zeigt die F.ig. 1 im mittleren Bereich Knotenkonsolen 44, die unten anhand der Fig. 9 und 10 näher veranschaulicht werden.Furthermore, the F.ig. 1 in the middle area, node brackets 44, which are illustrated below with reference to FIGS. 9 and 10.

Die Fig. 1 zeigt auch für einen Doppelbasisträger 11 eine für einen Anschluß eines Querträgers 12 vorgesehene Ausklinkung 14 rein schematisch, die in der Fig. 2 mit konstruktiven Einzelheiten dargestellt ist.FIG. 1 also shows, for a double base support 11, a notch 14 provided for connecting a cross member 12, which is shown in FIG. 2 with structural details.

Es sind schließlich in der Fig. 1 Leichtmetall-Verbindungsbleche 19 rein schematisch dargestellt, die im Bereich von Kreuzungen sowie von L- und T-förmigen Anschlüssen vorgesehen und unten anhand der entsprechenden Fig. näher erläutert werden.Finally, light metal connecting plates 19 are shown purely schematically in FIG. 1, which are provided in the region of intersections and of L and T-shaped connections and are explained in more detail below with reference to the corresponding FIG.

Es werden gemäß der Darstellung in der Fig. 1 Basisträger 10 und Doppelbasisträger 11, welche doppelt so lang sind wie die Basisträger 10, zur Aufnahme der Haupttraglasten verwendet. Zur Querverbindung werden die Querträger 12 eingesetzt. Die Tragkonstruktion wird entweder auf Wandkonsolen 43 oder auf Stützen 42 abgestützt.As shown in FIG. 1, base beams 10 and double base beams 11, which are twice as long as the base beams 10, are used to absorb the main loads. The cross members 12 are used for the cross connection. The supporting structure is supported either on wall brackets 43 or on supports 42.

Die Fig. 2 veranschaulicht in einem schematischen Aufriß einen Doppelbasisträger 11, der eine Ausklinkung 14 aufweist. Der Doppelbasisträger 11 ist in einer Verbundbauweise hergestellt. Er besteht aus zwei Stahlblech-Profilen 15 und 16; die über ein dazwischen angeordnetes Leichtmetall-Verbindungsblech 19 miteinander verbunden und versteift sind. Das LeichtmetallVerbindungsblech 19 ist im Bereich von T-förmigen Anschlüssen sowie in Kreuzungsbereichen vorgesehen, kann sich jedoch über einen vorgebbaren Bereich entlang dem Träger erstrecken und in Sonderfällen auch durchgehend vorhanden sein. Es wird durch das Leichtmetall-Verbindungsblech 19 die durch die Ausklinkung verursachte Profilschwächung kompensiert. Es kann ein Verbindungsblech in Form eines Flachmaterials verwendet werden, welches natürlich auch auf beliebige Weise hergestellt sein kann. Gemäß der Darstellung in der Fig. 3 kann als Verbindungsblech auch ein umgekehrtes T-Profil verwendet werden. Die Fig. 3 veranschaulicht den Aufbau eines gemäß der Erfindung verwendeten Verbundträgers. Gemäß der Darstellung in der Zeichnung weisen die Stahlblech-Profile 15 und 16 grundsätzlich dieselbe Form auf, so daß in der Fertigung nur ein einziges Profil hergestellt werden muß. Jedes Stahlblech-Profil 15'und 16 weist an seinem oberen Rand einen abgewinkelten Bereich auf, der bei der in der Fig. 3 veranschaulichten Ausführungsform gegenüber der Trägerhauptfläche um etwa 45 Grad abgewinkelt ist. Dadurch wird zwischen den beiden oberen abgewinkelten Bereichen der Stahlblech-Profile 15 und 16 eine V-förmige Rinne gebildet. Die weitere Ausgestaltung und die Funktion dieser V-förmigen Rinne werden unten anhand der Fig. 6 näher erläutert.2 illustrates in a schematic elevation a double base support 11 which has a notch 14. The double base support 11 is manufactured in a composite construction. It consists of two sheet steel profiles 15 and 16 ; which are connected to one another and stiffened via a light metal connecting plate 19 arranged between them. The light metal connecting plate 19 is provided in the area of T-shaped connections and in intersection areas, but can extend over a predeterminable area along the carrier and, in special cases, can also be present continuously. The weakening of the profile caused by the notching is compensated by the light metal connecting plate 19. A connecting plate in the form of a flat material can be used, which of course can also be produced in any way. 3, an inverted T-profile can also be used as the connecting plate. 3 illustrates the structure of a composite beam used in accordance with the invention. Point as shown in the drawing the steel sheet profiles 15 and 16 basically the same shape, so that only a single profile has to be produced in production. Each steel sheet profile 15 ′ and 16 has an angled area on its upper edge, which in the embodiment illustrated in FIG. 3 is angled by approximately 45 degrees with respect to the main carrier surface. As a result, a V-shaped channel is formed between the two upper angled regions of the steel sheet profiles 15 and 16. The further configuration and the function of this V-shaped channel are explained in more detail below with reference to FIG. 6.

Im unteren Bereich weisen die Stahlblech-Profile 15 und 16 jeweils einen in derselben Richtung wie im oberen Bereich ausgestellten Bereich auf, dessen unterer Rand in entgegengesetzter Richtung zu der gebildeten Ausbauchung derart umgebogen ist, daß ein im wesentlichen horizontaler Untergurt gebildet wird. Auf diese Weise entsteht im unteren Bereich des Verbundträgers eine Versteifungsausbauchung. Zwischen den beiden Stahlblech-Profilen 15 und 16 ist gemäß der Darstellung in der Fig. 3 ein T-förmig ausgebildetes Leichtmetall-Verbindungsblech 19 angeordnet, welches mit Hilfe von Verbindungsschrauben 20 und 21 mit den Stahlblech-Profilen 15 und 16 verbunden ist. Das T-förmige Profil des Leichtmetall-Verbindungsbleches 19 weist in seinem T-Längsschenkel Bohrungen 30 auf, die in der Fig. 2 näher dargestellt sind. Durch die Bohrungen 30 sind die Verbindungsschrauben 20 hindurchgeführt, welche den Verbundträger unterhalb der V-förmigen Rinne 18 zusammenhalten. Durch den Untergurt 23 sind die Verbindungsschrauben 21 hindurchgeführt, welche die Stahlblech-Profile 15 und 16 mit dem T-Querschenkel des Leichtmetall-Verbindungsbleches 19 verbinden, wie es aus den Fig. 2 und 3 deutlich erkennbar ist.In the lower area, the steel sheet profiles 15 and 16 each have an area exhibited in the same direction as in the upper area, the lower edge of which is bent in the opposite direction to the bulge formed in such a way that an essentially horizontal lower flange is formed. This creates a stiffening bulge in the lower area of the composite beam. A T-shaped light metal connecting plate 19 is arranged between the two steel sheet profiles 15 and 16, as shown in FIG. 3, which is connected to the steel sheet profiles 15 and 16 by means of connecting screws 20 and 21. The T-shaped profile of the light metal connecting plate 19 has holes 30 in its T longitudinal leg, which are shown in more detail in FIG. 2. The connecting screws 20, which hold the composite support below the V-shaped channel 18, are passed through the bores 30. The connecting screws 21, which connect the steel sheet profiles 15 and 16 to the T-cross leg of the light metal connecting sheet 19, are passed through the lower flange 23, as can be clearly seen from FIGS. 2 and 3.

Nachfolgend wird anhand der Fig. 4 und 5 ein Kreuzknotenbereich näher beschrieben. Ein Kreuzknotenelement 32, welches in einem Horizontalschnitt grundsätzlich die Form eines Balkenkreuzes aufweist und Doppelflanschen 33 hat, ist mit den Leichtmetall-Verbindungsblechen 19 mit Hilfe von Bolzen verbunden. Gemäß der Darstellung in den Fig. 4 und 5 ragen von zwei einander gegenüber angeordneten Seiten Leichtmetall=Verbindungsbleche 19 in die Zwischenräume zwischen den Doppelflanschen 33 des Kreuzknotenelementes 32. Im oberen Bereich des Kreuzknotenelementes 32 ist zwischen den auf Abstand voneinander angeordneten Stirnseiten der Leichtmetall-Verbindungsbleche 19 ein Exzenternocken 36 angeordnet. Im unteren Bereich haben sowohl die Leichtmetall-Verbindungsbleche 19 als auch die Doppelflanschen 33 des Kreuzknotenelementes 32 miteinander fluchtende und als Bohrungen ausgebildete Öffnungen 35. Im oberen Bereich sind in einer grundsätzlich fluchtenden Anordnung in den Leichtmetall-Verbindungsblechen 19 Langlöcher 34 vorgesehen, während in den Doppelflanschen 33 des Kreuzknotenelementes 32 Bohrungen 35 angeordnet sind. Durch die Bohrungen 35 sowie die entsprechenden Langlöcher 34 sind Zapfen hindurchgeführt. Wenn nun im Bereich eines Kreuzknotens eine Überhöhung durchgeführt werden soll, so daß aus diesem Bereich das Regenwasser leicht ablaufen kann, kann dies bei der erfindungsgemäßen Anordnung auf folgende Weise geschehen. Zunächst wird unter das Kreuzknotenelement 32 eine Stütze gesetzt. Wenn diese Stütze den Kreuzknotenbereich leicht nach oben drückt, können die stirnseitigen Ränder der Leichtmetall-Verbindungsbleche 19 im Bereich des Exzenternockens 36 auseinander geführt werden, indem nämlich die Bolzen in den Langlöchern 34 geführt werden, wobei die durch die Bohrungen 35 im unteren Bereich hindurchgeführten Bolzen als Drehlagerzapfen wirken. Mit anderen Worten, es werden beim Hochdrücken der Stützen die Trägeranschlüsse im oberen Bereich der Verbindungsbleche auseinander gedrückt, wobei die unteren Verbindungszapfen als Drehgelenk wirken und die oberen Verbindungszapfen in den Langlöchern geführt sind. Durch entsprechende Einstellung des Exzenternockens 36 können die stirnseitigen Ränder der Verbindungsbleche 19 bei entsprechender Dimensionierung der Nockenflächen gegerieinder abgestützt oder verkeilt werden. Die Stütze kann dann unter dem Kreuzknotenbereich wieder entfernt werden. Wenn an dem Exzenternocken 36 Nockenflächen mit unterschiedlichen Abständen von der Drehachse vorgesehen werden, können auf diese Weise unterschiedliche Überhöhungen herbeigeführt und durch entsprechende Einstellung des Exzenternockens 36 fixiert werden.A cross node region is described in more detail below with reference to FIGS. 4 and 5. A cross knot element 32, which in a horizontal section basically has the shape of a beam cross and has double flanges 33, is connected to the light metal connecting plates 19 by means of bolts. 4 and 5, light metal = connecting plates 19 protrude from two mutually opposite sides into the spaces between the double flanges 33 of the cross-knot element 32. In the upper region of the cross-knot element 32 there is between the end faces of the light metal connecting plates arranged at a distance from one another 19 an eccentric cam 36 is arranged. In the lower area, both the light metal connecting plates 19 and the double flanges 33 of the cross-knot element 32 have openings 35 which are aligned with one another and designed as bores. In the upper area, elongated holes 34 are provided in the light metal connecting plates 19 in a basically aligned arrangement, while in the double flanges 33 of the cross node element 32 holes 35 are arranged. Pins are passed through the bores 35 and the corresponding elongated holes 34. If an elevation is now to be carried out in the area of a cross knot so that the rainwater can run off easily from this area, this can be done in the arrangement according to the invention in the following manner. First, a support is placed under the cross-knot element 32. If this support pushes the cross-knot area slightly upwards, the front edges of the light metal connecting plates 19 can be moved apart in the area of the eccentric cam 36, namely by the bolts being guided in the elongated holes 34, the bolts passing through the holes 35 in the lower region act as a pivot pin. In other words, when the supports are pushed up, the carrier connections in the upper region of the connecting plates are pressed apart, the lower connecting pins acting as a swivel joint and the upper connecting pins being guided in the elongated holes. By appropriate adjustment of the eccentric cam 36, the front edges of the connecting plates 19 can be supported or wedged with appropriate dimensioning of the cam surfaces. The support can then be removed under the cross knot area. If 36 cam surfaces are provided on the eccentric cam with different distances from the axis of rotation, different elevations can be brought about in this way and fixed by appropriate adjustment of the eccentric cam 36.

Die Fig. 6 veranschaulicht in einem schematischen Vertikalschnitt die Ausgestaltung der V-förmigen Rinne 18. Innerhalb der abgewinkelten oberen Bereiche der Stahlblech-Profile 15 bzw. 16 ragen die Ränder von Dachhaut-Elementen 22 in die V-förmige Rinne 18 hinein. Die Ränder der Dachhaut-Elemente 22 sind mit einem doppelseitig klebenden Band 38 versehen, welches bereits bei der Fertigung angebracht wird. Bei der Montage wird die äußere Schutzschicht eines solchen doppelseitig klebenden Bandes 38 entfernt, so daß zwischen den Rändern der Dachhaut-Elemente 22 ein Dichtungsband 37 eingelegt werden kann, welches mit den Bändern 38 durch eine Klebeverbindung fest und dicht verbunden wird. In der Fig. 6 ist auch eine Halteklammer 25 veranschaulicht, welche in ihrem oberen Bereich Y-förmig auseinander gespreizte Ausleger 26 aufweist, die sich auf die doppelseitig Klebenden Bänder 38 auflegen. In ihrem unteren Bereich weist die Halteklammer 25 nach außen abgewinkelte Haken 27 auf, die in die Langlöcher 34 eingreifen, welche in den Stahlblech-Profilen 15 und 16 ausgebildet sind. Die Langlöcher 34 sind insbesondere aus der Darstellung der Fig. 7 ersichtlich. Die Halteklammern 25 können in vorgebbaren Abständen voneinander eingesetzt werden. An denjenigen Stellen, an denen keine Halteklammern 25 vorhanden sind, kommt eine durchgehende Klebeverbindung zwischen dem Dichtungsband 37 und den doppelseitig klebenden Bändern 38 zustande. Im Bereich der V-förmigen Rinne wird durch die oben beschriebene Ausführungsform des Erfindungsgegenstandes einerseits eine gut abgedichtete Regenrinne gebildet, und es werden zugleich mit Hilfe der Halteklammern 25 die Ränder der Dachhaut-Elemente fest verankert.6 illustrates the configuration of the V-shaped channel 18 in a schematic vertical section. The edges of roof skin elements 22 protrude into the V-shaped channel 18 within the angled upper regions of the sheet steel profiles 15 and 16, respectively. The edges of the roof skin elements 22 are provided with a double-sided adhesive tape 38, which is already attached during manufacture. During assembly, the outer protective layer of such a double-sided adhesive tape 38 is removed so that a sealing tape 37 can be inserted between the edges of the roof skin elements 22, which is firmly and tightly connected to the tapes 38 by an adhesive connection. FIG. 6 also shows a holding clip 25 which has cantilevers 26 which are spread apart in a Y-shape in its upper region and which rest on the double-sided adhesive tapes 38. In its lower region, the holding clip 25 has hooks 27 which are angled outwards and which engage in the elongated holes 34 which are formed in the steel sheet profiles 15 and 16. The elongated holes 34 can be seen in particular from the illustration in FIG. 7. The holding clips 25 can be used at predeterminable distances from one another. In those places where there are no retaining clips 25, there is a continuous adhesive connection between the Sealing tape 37 and the double-sided adhesive tapes 38. In the area of the V-shaped gutter, a well-sealed rain gutter is formed on the one hand by the above-described embodiment of the subject matter of the invention, and at the same time the edges of the roof skin elements are firmly anchored with the aid of the retaining clips 25.

Die Fig. 7 zeigt in einem schematischen Aufriß das Stahlblech-Profil 15 und läßt auch die oben bereits angesprochenen Langlöcher 34 deutlich erkennen. Weiterhin ist in der Fig. 7 auch die Keilnut 17 ersichtlich, welche gemäß den oberen Erläuterungen dazu dient, eine in der Fig. 2 veranschaulichte Ausklinkung herzustellen, indem nämlich von oben quer zur Keilnut 17 Einschnitte angebracht werden und der zwischen den Einschnitten verbleibende Randbereich ausgebrochen wird.FIG. 7 shows the steel sheet profile 15 in a schematic elevation and also clearly shows the elongated holes 34 already mentioned above. 7 also shows the keyway 17, which, according to the above explanations, serves to produce a notch illustrated in FIG. 2, namely by making cuts across the keyway 17 from above and breaking out the edge region remaining between the cuts becomes.

Schließlich zeigt die Fig. 7 auch Ankörnungen 28 und 29, welche einerseits als Ablängmaß dienen und andererseits ein Bohrbild darstellen, so daß die zur Herstellung von Verbindungen erforderlichen Bohrungen ohne Bohrschablone angebracht und dabei zugleich exakt positioniert werden können. Es können auf diese Weise sowohl die Bohrungen 30 für die Verbindungsschrauben 20 als auch die Bohrungen 31 für die Verbindungsschrauben 21 leicht und präzise angebracht werden.Finally, FIG. 7 also shows punchings 28 and 29 which serve on the one hand as a cut-to-length dimension and on the other hand represent a drilling pattern, so that the bores required for making connections can be made without a drilling template and at the same time can be positioned exactly. In this way, both the bores 30 for the connecting screws 20 and the bores 31 for the connecting screws 21 can be made easily and precisely.

In der Fig. 8 ist das in der Fig. 7 dargestellte Stahlblech-Profil 15 in einem Schnitt entlang der Linie VIII-VIII veranschaulicht, und es sind in dieser Darstellung die Ankörnungen 28 in der Hauptträgerfläche ebenso wie die Ankörnungen 29 in dem Untergurt 23 in ihrer Lage deutlich erkennbar.The steel sheet profile 15 shown in FIG. 7 is illustrated in FIG. 8 in a section along the line VIII-VIII, and in this illustration the grain 28 in the main support surface as well as the grain 29 in the lower flange 23 in their location clearly recognizable.

In den Fig. 9 und 10 sind Knotenkonsolen 44 mit daran angebrachten Querträgern 12, die gemäß der Darstellung in den Fig. 9 und 10 jeweils horizontal verlaufen, an einen Doppelbasisträger 11 angeflanscht. Eine darartige Verbindung kann grundsätzlich im Bereich einer Ausklinkung 14 geschehen, wie sie in der Fig. 2 veranschaulicht ist.In FIGS. 9 and 10, node brackets 44 with cross members 12 attached thereto, which each run horizontally as shown in FIGS. 9 and 10, are flanged to a double base carrier 11. Such a connection can in principle take place in the area of a notch 14, as illustrated in FIG. 2.

Die Fig. 11 veranschaulicht den Endbereich eines Basisträgers 10, dessen Verbindungsblech 19 im oberen Bereich ein Langloch 34 und im unteren Bereich eine Bohrung 35 aufweist. Weiterhin sind in der Fig. 11 die Bohrungen 30 für die Verbindungsschrauben 20 ebenso wie die in den Untergurt 23 des Stahlblech-Profils eingesetzten Schrauben 21 veranschaulicht. Der in der Fig. 11 dargestellte Teil eines Basisträgers 10 kann grundsätzlich zur Verbindung mit einem Kreuzknotenelement verwendet werden, wie sie in den Fig. 4 und 5 dargestellt wurde.11 illustrates the end region of a base support 10, the connecting plate 19 of which has an elongated hole 34 in the upper region and a bore 35 in the lower region. Furthermore, the bores 30 for the connecting screws 20 as well as the screws 21 inserted into the lower flange 23 of the steel sheet profile are illustrated in FIG. 11. The part of a base support 10 shown in FIG. 11 can in principle be used for connection to a cross-node element, as was shown in FIGS. 4 and 5.

Die Fig. 12 veranschaulicht eine vorteilhafte Möglichkeit, an einen erfindungsgemäßen Träger mit Hilfe von Verbindungsschrauben 20 einen Haltewinkel 41 anzubringen, der dazu verwendet werden kann, mittels Befestigungsschrauben 45 eine untere Schiene 40 zur Anbringung einer (nicht dargestellten) Randverblendung zu befestigen. Die untere Schiene 40 weist eine nach oben offene U-Nut auf, in welche der untere Rand einer (nicht dargestellten) Zierverblendung eingesetzt werden kann. Der obere Rand einer solchen Zierverblendung, die grundsätzlich vertikal anzuordnen ist, kann in einer umgekehrten U-Nut gehalten werden, welche an einer oberen Schiene 39 ausgebildet ist, die mit Hilfe von Befestigungselementen wie Schrauben an dem Stahlblech-Profil 16 im Bereich der V-förmigen Rinne 18 angebracht ist. Es werden bei der in der Fig. 12 veranschaulichten Ausführungsform des Erfindungsgegenstandes somit zwei miteinander fluchtende U-Nuten ausgebildet, in welche eine nach den Wünschen des jeweiligen Anwendungsfalles gestaltete Zierverblendung eingeschoben oder eingesetzt werden kann.FIG. 12 illustrates an advantageous possibility of attaching a holding bracket 41 to a carrier according to the invention with the aid of connecting screws 20, which bracket can be used to fasten a lower rail 40 by means of fastening screws 45 for attaching an edge covering (not shown). The lower rail 40 has an upwardly open U-groove, into which the lower edge of a decorative cover (not shown) can be inserted. The upper edge of such a decorative veneer, which is to be arranged vertically in principle, can be held in an inverted U-groove which is formed on an upper rail 39, which is fastened to the steel sheet profile 16 in the region of the V- by means of fastening elements such as screws. shaped groove 18 is attached. In the embodiment of the subject matter illustrated in FIG. 12, two U-grooves which are aligned with one another are thus formed, into which a decorative covering designed according to the wishes of the respective application can be inserted or inserted.

Die untere Schiene 40 weist gemäß der Darstellung in der Fig. 12 eine weitere U-förmige Nut auf, deren Öffnung horizontal angeordnet ist, so daß in die entsprechende U-Öffnung eine horizontale Verblendung eingesetzt werden kann.The lower rail 40 has, as shown in FIG. 12, a further U-shaped groove, the opening of which is arranged horizontally, so that a horizontal facing can be inserted into the corresponding U opening.

Claims (20)

1. Roofing means for roofing a given surface, particularly for forecourts, conservatories, pergolas or house entrances, with a grid-like support structure, industrially prefabricated beams (10, 11, 12) matched to given girder field dimensions are provided which rest on vertical supports or wall brackets, the beams (10, 11, 12) are constructed as bonded beams or girders having two symmetrically arranged sheet steel profiles (15, 16), between which are arranged L and T-shaped connecting plates (19), at least in the vicinity of intersections, the sheet steel profiles (15, 16) and connecting plates (19) being screwed together by means of assembly screws (20, 21), characterized in that the connecting plates (19) are made from light metal and that the sheet steel profiles (15, 16) have angular edge regions in the upper part of the beam (10, 11, 12) forming a substantially V-shaped groove, into which project the edges of dome-shaped roof membrane elements (22), which in each case cover a grid field (13).
2. Means according to claim 1, characterized in that base beams (10) are provided having a length corresponding to the edge length of a grid field (13) and at least one base beam (10) and a transverse beam (12) at right angles thereto meet in each grid corner point.
3. Means according to claim 1, characterized in that double base beams (12) are provided, which pass over two grid fields (13) and which in the central region thereof a coping (14) is provided on the upper edge for an intersection or for a T-shaped connection of a transverse beam (12) at right angles to base beam (10).
4. Means according to claim 3, characterized in that the sheet steel profile (15, 16) for producing the coping (14) has a keyway (17) serving as a desired breaking line and which is located in the lower part of the angular edge region for forming the V-shaped groove (18).
5. Means according to one of the preceding claims, characterized in that the angular edge region for forming the V-shaped groove (14) is angled at an angle of approximately 45° with respect to a beam main surface to be vertically positioned.
6. Means according to one of the preceding claims, characterized in that the sheet steel profile (15, 16) of beam (10, 11, 12) is provided in its lower region with an area bent to one side and which is bent in the same direction as the upper edge area and that the lower edge of the bent area is bent over in the opposite direction to said bend, so that an outward bulge and a lower chord (23) substantially at right angles to the beam main surface are formed and the edge thereof is arranged in the plane fixed by the beam main surface.
7. Means according to one of the preceding claims, characterized in that the profiles are rolled profile parts.
8. Means according to one of the preceding claims, characterized in that the sheet steel profile (15, 16) in the beam main surface positioned vertically in the installed state has in its upper half horizontal elongated holes (34) arranged with the grid spacing and in which engage fixing clips (25).
9. Means according to one of the claims 6 to 8, characterized in that the sheet steel profile (15, 16) on the beam main surface and on the lower chord (23) has rows of punch marks (28) spaced from one another in a manner corresponding to a given fraction of the grid size and they mark the bores (30, 31) for the assembly screws (20, 21) and the lengths of cut for the beams.
10. Means according to one of the claims 6 to 9, characterized in that the connecting plates (19) are cross-sectionally shaped like an inverted T, whose cross-member is arranged within the outward bulge and is screwed to the horizontal lower chord (23).
11. Means according to one of the preceding claims, characterized in that between the ends of the base beams (10) or double base beams (11) is in each case provided a cross node member (32), which comprises a light metal body constructed in one piece, which has a beam grill-shape and which is equipped with fork-like double flanges (33) and between which are arranged the light metal joining plates (19).
12. Means according to claim 11, characterized in that each double flange (33) has two superimposed bores (30, 30), which are aligned with corresponding openings (24, 35) in the light metal connecting plates (19) and whereof the lower opening is constructed as a bore (35) with the same diameter as the lower bore (30) in double flange (33) and the upper opening is a horizontally extending elongated hole (24) and that between the frontal edges of the light metal connecting plates (19) is arranged an eccentric cam (36) rotatable in the cross node member (32) and on whose circumferential surface are supported the frontal edges of the light metal connecting plates (19).
13. Means according to claim 12, characterized in that the eccentric cam (36) is polygonal in cross-section, there being two parallel surfaces at the same distance from the fulcrum.
14. Means according to one of the preceding claims, characterized in that a permanent elastic sealing band (37) is arranged between the edges of the roof membrane elements projecting into the V-shaped groove.
15. Means according to claim 14, characterized in that a double-sided adhesive band (38) is arranged along the edges of the roof membrane elements projecting into the V-shaped groove (18) and is covered with a protective band removable for assembly purposes.
16. Means according to one of the preceding claims, characterized in that the edges of the dome-shaped roof membrane elements (22) projecting into the V-shaped groove (18) are secured by elastic fixing clips (25), whose hooks (27) engage in elongated holes (34), which are arranged horizontally in the beam main surfaces of beams (10, 11, 12).
17. Means according to claim 16, characterized in that the fixing clips (25) are in each case provided in their upper area with V-shaped jibs (26) engaging over the edges of the roof membrane elements and in their lower area have hooks (27) engaging in openings (34) in beams (10, 11, 12).
18. Means according to one of the preceding claims, characterized in that a mounting support which can be fitted to a beam (10, 11, 12) is provided and has an upper and a lower rail (39 or 40) for fitting a vertical edge facing and in which is subsequently inserted a substantially randomly designed decorative facing.
19. Means according to claim 18, characterized in that the lower rail (40) has an upwardly open U-shaped groove.
20. Means according to one of the claims 18 or 19, characterized in that the lower rail (40) has a further U-shaped rail for receiving a horizontal facing, said U being arranged horizontally.
EP84102137A 1983-03-01 1984-02-29 Roof structure for covering Expired EP0121101B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84102137T ATE38535T1 (en) 1983-03-01 1984-02-29 CANOPY ARRANGEMENT.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3307179 1983-03-01
DE19833307179 DE3307179A1 (en) 1983-03-01 1983-03-01 ROOFING ARRANGEMENT FOR ROOFING A PREDICTABLE AREA

Publications (3)

Publication Number Publication Date
EP0121101A2 EP0121101A2 (en) 1984-10-10
EP0121101A3 EP0121101A3 (en) 1985-10-16
EP0121101B1 true EP0121101B1 (en) 1988-11-09

Family

ID=6192184

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84102137A Expired EP0121101B1 (en) 1983-03-01 1984-02-29 Roof structure for covering

Country Status (3)

Country Link
EP (1) EP0121101B1 (en)
AT (1) ATE38535T1 (en)
DE (1) DE3307179A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4102450C2 (en) * 1991-01-28 1995-03-30 Wue Umwelt Engineering Gmbh Mobile roofing for landfills

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB591108A (en) * 1944-08-21 1947-08-07 Ernest Dineley The framing of buildings and other structures
FR1281098A (en) * 1961-02-20 1962-01-08 Unsupported framework for floors, walls and other similar structures
FR1402673A (en) * 1963-09-16 1965-06-11 Construction made up of prefabricated elements
FR140895A (en) * 1964-07-10
FR1548500A (en) * 1967-10-23 1968-12-06
DE2044447A1 (en) * 1970-09-01 1972-03-09 Steffens & Nolle GmbH, 1000 Berlin Scaffolding for ceilings
FR2196653A5 (en) * 1972-08-17 1974-03-15 Raffinage Cie Francaise Roofing construction system - with drainage gutters integral with cross beams using composite plastics components
FR2209872A1 (en) * 1972-12-08 1974-07-05 Benedetti Pierre
DE2900477A1 (en) * 1979-01-08 1980-07-17 Paul Hardt Simple prefabricated unit assembled building - has cruciform segment as central structural component determining dimensions

Also Published As

Publication number Publication date
EP0121101A3 (en) 1985-10-16
ATE38535T1 (en) 1988-11-15
DE3307179C2 (en) 1987-09-03
EP0121101A2 (en) 1984-10-10
DE3307179A1 (en) 1984-09-13

Similar Documents

Publication Publication Date Title
DE2519841B2 (en) PREFABRICATED ROOM CELL FOR BUILDINGS
DE2219597B2 (en) Support structure for ceiling formwork
EP0744508B1 (en) Device for forming a shear reinforcement for flat slabs
DE3310931A1 (en) Support rail and support grille for suspended ceilings and a suspended ceiling
DE1658834A1 (en) Building partitions or partition walls made of prefabricated components
EP2163699B1 (en) Connection profile
EP0208651A1 (en) Frame for a dome-like roof
WO1990008866A1 (en) Building element for erecting buildings, parts of buildings or the like
DE2641667A1 (en) Interlocking profiled false lengthwise or transverse ceiling beam - has fish-plates and notches in double bent sidewall flanges
AT501334B1 (en) FRAME CONSTRUCTION
DE602005002018T2 (en) patio roof
DE3219846A1 (en) FASTENING TAPE AND METHOD FOR FASTENING CEILING BEAMS ON A HANGING BLANKET COMPOSED BY CROSSING T-RAILS AND BLANKET PRODUCED BY THIS METHOD
EP0647747A1 (en) Supporting structure for the covering and/or the cladding of buildings
EP0121101B1 (en) Roof structure for covering
DE2708400C2 (en) building
DE10134396C1 (en) Window panel fixing, for double-skinned lightweight wall, secures window panel via fixing clips secured to posts contained within lightweight wall around outside of window opening
DE3705916C2 (en) Substructures for vaulted false ceilings
DE2642388A1 (en) Building cladding plate or plinth plate for mortaring - has surface protrusions with undercut faces to anchor finishing layer
DE19743846C2 (en) Saddle or half-hipped roof
DE2729296A1 (en) PLATE CONNECTION
DE3523741C2 (en) Supporting structure for suspended ceilings
DE4204638A1 (en) DEVICE FOR SOUND INSULATION IN ROOMS
EP1260644A2 (en) Roof element, building and method for assembling such a building
EP4194613A1 (en) Structural unit for manufacturing a concrete foundation, use and method
DE7607394U1 (en) ANCHORING BRACKET

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): AT CH FR GB IT LI NL SE

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Designated state(s): AT CH FR GB IT LI NL SE

17P Request for examination filed

Effective date: 19860404

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: KRISTALL BAUSYSTEME GMBH + CO.

17Q First examination report despatched

Effective date: 19871125

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT CH FR GB IT LI NL SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19881109

Ref country code: NL

Effective date: 19881109

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 19881109

Ref country code: FR

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 19881109

REF Corresponds to:

Ref document number: 38535

Country of ref document: AT

Date of ref document: 19881115

Kind code of ref document: T

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
EN Fr: translation not filed
NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19891228

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19900122

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19900228

Year of fee payment: 7

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Effective date: 19910228

Ref country code: GB

Effective date: 19910228

Ref country code: CH

Effective date: 19910228

Ref country code: AT

Effective date: 19910228

GBPC Gb: european patent ceased through non-payment of renewal fee
REG Reference to a national code

Ref country code: CH

Ref legal event code: PL