EP0590248A1 - Metal skeleton building - Google Patents

Metal skeleton building Download PDF

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Publication number
EP0590248A1
EP0590248A1 EP93110601A EP93110601A EP0590248A1 EP 0590248 A1 EP0590248 A1 EP 0590248A1 EP 93110601 A EP93110601 A EP 93110601A EP 93110601 A EP93110601 A EP 93110601A EP 0590248 A1 EP0590248 A1 EP 0590248A1
Authority
EP
European Patent Office
Prior art keywords
supports
building
grooves
building according
metal skeleton
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.)
Granted
Application number
EP93110601A
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German (de)
French (fr)
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EP0590248B1 (en
Inventor
Ernst Koller
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Individual
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2475—Profile with an undercut grooves for connection purposes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2487—Portico type structures

Definitions

  • the invention relates to a building with a metal skeleton according to the preamble of claim 1.
  • the object of the invention is to achieve an extremely simple, biological, ecological, dry, healthy, fast and inexpensive construction which also eliminates the disposal of rubble.
  • the invention creates a building for all climates, which offers firm resistance to cold, heat, storm, snow, sand and driving rain, does not rot and is not corroded if the surface is treated correctly, requires little maintenance and can be disposed of in recycling if required. With a little manual talent, everyone can build the building according to the invention and thus, for example, his family home assemble most of it yourself with helpers. With the new design, the disadvantages of today's wooden houses are eliminated.
  • the supporting body of the building is a metal skeleton, preferably made of aluminum. Panels, insulation, glass panes, windows and doors are attached to it.
  • the insulation can also be designed without problems so that it meets special requirements, for example has a maximum coefficient of thermal conductivity kW to 0.35.
  • the metal skeleton allows maximum static utilization of its elements.
  • the building for example in the form of bungalows, can be solidly anchored on natural floor, cement slabs, on a plinth or concrete ceilings, e.g. a basement ceiling.
  • the same supports and beams can be used from the basement to the roof.
  • a good transverse stiffening is achieved by placing and clamping the plates in or between cross parts of the metal skeleton.
  • many weatherproof panels have a large thermal expansion. For example, a plate 3 m long can expand up to 20 mm when the temperature rises from around 10 ° C to + 50 ° C. Such expansions are taken into account or compensated for in a simple manner by the invention.
  • the end face of the support and support profiles of the metal skeleton are preferably of identical design, but can also have different grooves or grooves, that is to say of different designs.
  • the production of the building requires a minimum of machinery and Tools. Complicated insulation profiles are eliminated.
  • the invention is also suitable for creating a basement.
  • the supports are placed on an angle frame and screwed together. Depending on the earth conditions and moisture, the space between the supports is filled with wooden boards, cement slabs, stones, bricks or concrete and protected against moisture in the room with a film.
  • a floor frame is formed from floor rails 2.
  • the bottom rails 2 have a substantially Z-shaped shape when viewed in the cross section shown in FIG. 1.
  • the bottom rails 2 can have a different cross-sectional shape, for example a rectangular shape.
  • a building exterior leg 2a of the floor rails 2 has on its upper side a connecting groove 3 extending in the longitudinal direction of the rail, which is open at the top and has a groove constriction 3a at the top.
  • Several supports 4 are each connected by a roof bracket 6 to a roof bracket 5, which preferably has the same cross-sectional profile and is made of the same material as the bracket 4.
  • the bracket 4 is by a floor bracket 7, which is attached to it is fixed in the connecting groove 3 of the bottom rail 2 in the longitudinal direction of the groove and lockable by a clamping screw 8 in the connecting groove 3.
  • Carriers or other floor elements 9, which are made of metal, for example sheet steel, rest on a leg 2b of the floor rail 2 inside the building. Wood or plastic can exist. They carry heat insulation mats 10 arranged above them, a film 11 arranged thereon as a barrier against steam and radon gases, and base plates 12, preferably made of wood. The insulation mats 10, film 11 and base plates 12 can also rest on other parts of this base rail instead of on the inner leg 2b of the base rails 2.
  • Weatherproof outer panels 14 are arranged on the outside of the roof racks 5 and the supports 4.
  • the outer plate 14 is provided with a guide profile 13 at its lower end.
  • the outer plate 14 with the guide profile 13 can move vertically with temperature changes corresponding to the expansion path 14a relative to the bottom rail 2 and thereby compensate for changes in expansion of the outer plate 14. With such a change in extension, the guide profile 13 and thus also the outer plate 14 are guided by the bottom rail 2.
  • the guide profile 13 slides along a leg section 2d of the bottom rail 2.
  • Inner plates 26 form an inner lining or wall of the metal skeleton 1 formed with the supports 4 and the supports 5 and can be made of wood, metal, plastic or another material.
  • the floor rail 2 has anchors 15 which are anchored in a base 15a or in a concrete ceiling.
  • Fig. 2 shows the support 4 in cross section.
  • the support 4 has a double-T shape and consists of a hollow double web part 16 and at its ends, symmetrically to the web part 16, four transverse parts 24 laterally protruding, which together form two end parts 16 ′ on the web part 16.
  • the web part 16 is provided on its web sides facing away from each other between its cross parts 24 with an outwardly open end groove 17a or 17b.
  • the end grooves 17a and 17b are used to fasten elements such as cover strips 20 by means of screws 19 or reinforcing profiles or strips for partitions on the web part 16.
  • the screws 19 can have self-tapping threads and can be screwed into the end groove 17a; or the front groove 17b can have a groove constriction 17c at its open end portion and contain an inserted fastening element 17d, into which screws 19d are screwed for fastening a retaining strip 18.
  • Inner plates 26 and 27 are clamped between the retaining strip 18 and the transverse parts 24 opposite it on one side of the web part 16.
  • the outer plate 14 and a further outer plate 22 are clamped by means of the screws 19 and a cover strip 20 between this cover strip 20 and the transverse parts 24 at the other end of the web part 16.
  • the cross members 24 are provided on their outer sides facing away from one another with water grooves 25.
  • the inner plates 26, 27 and outer plates 14, 22 serve to clad the metal skeleton 1 and to reinforce it transversely. Between the outer plate 14 and one A thermal insulation layer 23, which is arranged between transverse parts 24 facing away from one another, forms a rear ventilation space 28.
  • One leg 21 of the bottom flap 7 projects into the cavity of the double web part 16 and is fastened to it by means of screws 29.
  • the double T-profile shown in FIG. 3 as a further embodiment for a support 4 or a support 5, here referred to as support 4b, consists of a simple web part 16b and the four cross parts 24, which are arranged laterally at both ends of the web part 16b protrude beyond it and each form water grooves 25 on their outer sides facing away from one another.
  • the single web part 16b is provided on its outer sides facing away from each other with an end groove 17a or 17b running in the longitudinal direction.
  • the end grooves 17a and 17b each lie between two transverse parts 24 facing away from one another, are open to the outside and have a smaller cross-sectional size at their opening edge than at the bottom of the groove.
  • the end sections of facade sheets 33 and / or outer plates 33b made of wood or metal protrude into one end groove 17a, which can have an undulating or a flat cross-sectional shape. Between these facade sheets 33 and / or outer plates 33b and the transverse parts 24 opposite them there are heat insulation plates 34. Similar to the outer plate 14, the heat insulation plates 34 can be provided with a guide profile 13, which the heat insulation plates 34 on the cross parts 24 holds and allows them relative movements to the cross members 24.
  • Fastening elements preferably strips 17d made of wood or another material, can be inserted into the other end groove 17b, which are used to screw a wall covering 35, for example a paneling 35, of panels or strips or boards by means of the holding strip 18 and the screws 19d.
  • the paneling or inner plates 35 can be provided with a vapor barrier 37, for example film 37, on their inner sides facing the transverse parts 24.
  • a vapor barrier 37 for example film 37
  • FIG. 4 parts corresponding to FIGS. 1, 2 and 3 are again provided with the same reference numbers. Differences are that the end parts 16 'of the supports 4 are screwed to a vertical leg 50a of an angular bottom rail 50. Elongated holes are preferably formed in the leg 50a so that the supports 4 are easily displaceable. Carriers, panels or plates 9 rest on a shorter leg 50b of the floor rail 50 lying on the floor. The anchor 15 is screwed to this leg 50b.
  • FIG. 5 shows in cross section a double T-profile 51, for example made of aluminum as a support 4 and support 5 with a web 16 Similar to Fig. 3.
  • Both end faces have analog designs and two cross members 24 each.
  • the end faces are flat, so that elements connecting to the supports 4 or supports 5 do not have to be provided with recesses, and thus elements such as plates or panels, both outside and inside lie continuously smooth and close tightly or directly with strips 18 on the supports 4 or supports 5, so that the supports 4 or supports 5 are stripped from the weather side.
  • a wall 63 can connect to the end faces.
  • the profile 51 is reinforced on the transverse parts 24 and on the web 16 by a sandwich-like support layer 61, e.g. Steel sheets. This ensures maximum static strength.
  • the grooves 17a and 17b and water channels 25 advantageously have a narrowing on the end faces so that organs of all kinds find their hold.
  • a slidable safety profile 58 enables wall plates to be removed from the outside. Since aluminum beams have greater elasticity and deflection than steel beams, the support layers 61, for example steel sheets, which are pushed in and screwed together on both sides by the web 16, achieve significantly greater structural advantages with regard to load and span widths.
  • FIG. 6 shows a cross-sectional part of a support 4 or a carrier 5. It contains a double-T profile 72, which has a simple web part 16b and end pieces 16c integral with it, as well as profile rails 73 pushed onto the end parts 16c. In the profile rail 73, the end groove 17a or 17b and the water channels 25 are formed, of which only the end groove 17b is shown in FIG. 6. With such a profile 72 large spans can be formed with a small material weight.
  • the double-T profile 72 can be a standardized standard profile.

Abstract

Building having a metal skeleton. The metal skeleton (1) is mounted on a frame, preferably on an angle-shaped or Z-shaped base rail (2). Supports (4) and load-bearing members (5) of the metal skeleton are profile rails which are in the form of a double-T in cross-section and, with the minimum amount of material, achieve extremely high static values when under pressure and in a bent state. Grooves for fixing various members are formed on the profile-rail outer sides which are directed away from one another. Structural elements, e.g. outer panels (14), fastened on profile rails can expand relative to the base rails (2) and are guided by a guiding element (13, 2d). <IMAGE>

Description

Die Erfindung betrifft ein Gebäude mit einem Metallskelett gemäß dem Oberbegriff von Anspruch 1.The invention relates to a building with a metal skeleton according to the preamble of claim 1.

Gebäude mit einem Metallskelett und Teile davon sind aus der Patentanmeldeveröffentlichtung FR 2 507 648, DE-OS 16 58 841, 34 27 511 A1, 35 32 846 A1, CH-PS 452 154 und 654 896 und GB-PS 1 158 625 bekannt.Buildings with a metal skeleton and parts thereof are known from patent application publication FR 2 507 648, DE-OS 16 58 841, 34 27 511 A1, 35 32 846 A1, CH-PS 452 154 and 654 896 and GB-PS 1 158 625.

Überall in der Welt gibt es einen großen Mangel an Wohnungen, Schulen, Notwohnungen, Notkrankenhäusern, Motels, Lagern, Läden und Werkstätten.All over the world there is a great shortage of housing, schools, emergency housing, emergency hospitals, motels, camps, shops and workshops.

Das Bauen und die heutigen Gebäude sind nicht nur viel zu kostspielig und viel zu kompliziert, sondern sie machen auch die Menschen krank. Gemäß einer Fernsehsendung des schweizerischen Senders S3 vom 23. Juli 1992 sterben allein in Deutschland jährlich 50000 Menschen an Bauschadstoffen. International sprechen die Mediziner von Sick House Syndrom, von krebserregenden Hauskrankheiten. So berichtete beispielsweise die Zeitschrift "Der Beobachter", Heft 75, 1992: "Die Chemie hat das Sagen; Tonnen von Chemikalien werden in Beton, Putz, Gips, Farben und Klebstoffen, die den Menschen krank machen, heute beim Bauen verwendet."Building and today's buildings are not only too expensive and complicated, they also make people sick. According to a television program by the Swiss broadcaster S3 on July 23, 1992, 50,000 people die annually from building pollutants in Germany alone. Internationally, doctors speak of sick house syndrome, carcinogenic home diseases. For example, the magazine "Der Beobachter", issue 75, 1992 reported: "Chemistry is in charge; tons of chemicals are used today in construction in concrete, plaster, gypsum, paints and adhesives that make people sick."

Durch die Erfindung soll die Aufgabe gelöst werden, eine überaus einfache, biologische, ökologische, trockene, gesunde, schnelle und preislich überaus günstige Bauweise zu schaffen, bei der auch die Entsorgung von Bauschutt entfällt.The object of the invention is to achieve an extremely simple, biological, ecological, dry, healthy, fast and inexpensive construction which also eliminates the disposal of rubble.

Diese Aufgabe wird gemäß der Erfindung durch die Kombination der Merkmale von Anspruch 1 gelöst.This object is achieved according to the invention by the combination of the features of claim 1.

Durch die Erfindung wird ein Gebäude für alle Klimazonen geschaffen, welches festen Widerstand gegen Kälte, Hitze, Sturm, Schnee, Sand und Schlagregen bietet, nicht verrottet und bei richtiger Oberflächenbehandlung nicht korrodiert, kaum Erhaltungsaufwand benötigt, und bei Bedarf im Recycling entsorgt werden kann. Mit etwas handwerklichem Talent kann jeder das erfindungsgemäße Gebäude und damit beispielsweise sein Einfamilienhaus zum größten Teil zusammen mit Hilfskräften selbst montieren. Bei der neuen Bauweise sind die Nachteile der heute üblichen Holzhäuser eliminiert.The invention creates a building for all climates, which offers firm resistance to cold, heat, storm, snow, sand and driving rain, does not rot and is not corroded if the surface is treated correctly, requires little maintenance and can be disposed of in recycling if required. With a little manual talent, everyone can build the building according to the invention and thus, for example, his family home assemble most of it yourself with helpers. With the new design, the disadvantages of today's wooden houses are eliminated.

Der tragende Körper des Gebäudes ist ein Metallskelett, vorzugsweise aus Aluminium. An ihm werden Platten, Isolierungen, Glasscheiben, Fenster und Türen befestigt. Problemlos kann auch die Isolierung so ausgebildet werden, daß sie besonderen Anforderungen entspricht, beispielsweise eine maximale Wärmeleitzahl kW bis 0,35 aufweist. Das Metallskelett erlaubt eine maximale statische Ausnutzung seiner Elemente.The supporting body of the building is a metal skeleton, preferably made of aluminum. Panels, insulation, glass panes, windows and doors are attached to it. The insulation can also be designed without problems so that it meets special requirements, for example has a maximum coefficient of thermal conductivity kW to 0.35. The metal skeleton allows maximum static utilization of its elements.

Das Gebäude, beispielsweise in Form von Bungalows, kann auf Naturboden, Zementplatten, auf einem Sockel oder Betondecken, z.B. einer Kellerdecke, solide verankert werden. Vom Keller bis zum Dach können die gleichen Stützen und Träger verwendet werden. Durch das Auflegen und Einspannen der Platten in oder zwischen Querteile des Metallskeletts wird eine gute Querversteifung erreicht. Viele wetterfeste Platten haben leider eine große Wärmeausdehnung. Beispielsweise kann sich eine Platte von 3 m Länge bei einem Anstieg der Temperatur von etwa 10° C auf + 50°C bis zu 20 mm ausdehnen. Durch die Erfindung werden solche Ausdehnungen auf einfache Weise berücksichtigt oder kompensiert. Die Stirnseite der Stützen- und Trägerprofile des Metallskeletts sind vorzugsweise gleich ausgebildet, können aber auch verschiedene Rinnen oder Nuten haben, das heißt verschieden ausgebildet sein. Die Herstellung des Gebäudes benötigt ein Minimum an Maschinen und Werkzeugen. Komplizierte Isolierprofile entfallen. Die Erfindung eignet sich auch zum Erstellen eines Kellers. Die Stützen werden auf einen Winkelrahmen gestellt und verschraubt. Je nach Erdverhältnissen und Feuchtigkeit wird der Zwischenraum der Stützen mit Holzbrettern, Zementplatten, Steinen, Ziegeln oder Beton gefüllt und gegen Feuchtigkeit im Raum mit einer Folie geschützt.The building, for example in the form of bungalows, can be solidly anchored on natural floor, cement slabs, on a plinth or concrete ceilings, e.g. a basement ceiling. The same supports and beams can be used from the basement to the roof. A good transverse stiffening is achieved by placing and clamping the plates in or between cross parts of the metal skeleton. Unfortunately, many weatherproof panels have a large thermal expansion. For example, a plate 3 m long can expand up to 20 mm when the temperature rises from around 10 ° C to + 50 ° C. Such expansions are taken into account or compensated for in a simple manner by the invention. The end face of the support and support profiles of the metal skeleton are preferably of identical design, but can also have different grooves or grooves, that is to say of different designs. The production of the building requires a minimum of machinery and Tools. Complicated insulation profiles are eliminated. The invention is also suitable for creating a basement. The supports are placed on an angle frame and screwed together. Depending on the earth conditions and moisture, the space between the supports is filled with wooden boards, cement slabs, stones, bricks or concrete and protected against moisture in the room with a film.

Weitere Merkmale der Erfindung sind in den Unteransprüchen enthalten.Further features of the invention are contained in the subclaims.

Die Erfindung wird im folgenden mit Bezug auf die Zeichnungen anhand von bevorzugten Ausführungsformen als Beispiele beschrieben. In den Zeichnungen zeigen

Fig. 1
einen Vertikalschnitt durch den Boden und einen Teil des Gebäudes nach der Erfindung,
Fig. 2
einen Querschnitt durch ein Stützenprofil längs der Ebene II von Fig. 1, welches einen hohlen Doppelsteg aufweist, und welches vorzugsweise auch als Trägerprofil verwendet wird,
Fig. 3
einen der Fig. 2 ähnlichen Querschnitt einer weiteren Ausführungsform eines Stützenprofils mit einem einfachen Steg, welches bei dieser Ausführungsform vorzugsweise auch als Trägerprofil verwendet wird,
Fig. 4
einen der Fig. 1 ähnlichen Vertikalschnitt einer weiteren Ausführungsform eines Gebäudeteils nach der Erfindung,
Fig. 5
einen der Fig. 3 ähnlichen Querschnitt eines Gebäudeteils einer weiteren Ausführungsform nach der Erfindung,
Fig. 6
einen Querschnitt eines Gebäudeteils einer weiteren Ausführungsform nach der Erfindung.
The invention is described below with reference to the drawings using preferred embodiments as examples. Show in the drawings
Fig. 1
a vertical section through the floor and part of the building according to the invention,
Fig. 2
2 shows a cross section through a support profile along plane II of FIG. 1, which has a hollow double web, and which is preferably also used as a support profile,
Fig. 3
2 shows a cross section similar to FIG. 2 of a further embodiment of a support profile with a simple web, which in this embodiment is preferably also used as a support profile,
Fig. 4
1 is a vertical section similar to FIG. 1 of a further embodiment of a building part according to the invention,
Fig. 5
3 shows a cross section, similar to FIG. 3, of a part of a building of a further embodiment according to the invention,
Fig. 6
a cross section of a building part of a further embodiment according to the invention.

Bei dem in Fig. 1 und 2 teilweise dargestellten Gebäude nach der Erfindung ist aus Bodenschienen 2 ein Bodenrahmen gebildet. Die Bodenschienen 2 haben in dem in Fig. 1 dargestellten Querschnitt gesehen eine im wesentlichen Z-förmige Gestalt. Die Bodenschienen 2 können eine andere Querschnittsform haben, beispielsweise eine rechtwinklige Form. Ein gebäudeäußerer Schenkel 2a der Bodenschienen 2 hat auf seiner Oberseite eine in Schienenlängsrichtung sich erstreckende Anschlußnut 3, die oben offen ist und oben eine Nutverengung 3a aufweist. Mehrere Stützen 4 sind jeweils durch eine Dach-Lasche 6 mit einem Dach-Träger 5 verbunden, welcher vorzugsweise das gleiche Querschnittsprofil hat und aus dem gleichen Material besteht wie die Stütze 4. Die Stütze 4 ist durch eine Boden-Lasche 7, welche an ihr befestigt ist, in der Anschlußnut 3 der Bodenschiene 2 in Nutlängsrichtung verschiebbar und durch eine Klemmschraube 8 in der Anschlußnut 3 arretierbar. Auf einem gebäudeinneren Schenkel 2b der Bodenschiene 2 liegen Träger oder andere Bodenelemente 9 auf, welche aus Metall, z.B. Stahlblech, Holz oder Kunststoff bestehen können. Sie tragen darüber angeordnete Wärmeisolationsmatten 10, eine darauf angeordnete Folie 11 als Sperre gegen Dampf und Radongase, und Bodenplatten 12, vorzugsweise aus Holz. Die Isolationsmatten 10, Folie 11 und Bodenplatten 12 können anstelle auf dem gebäudeinneren Schenkel 2b der Bodenschienen 2 auch auf anderen Teilen dieser Bodenschiene aufliegen. Auf der Außenseite der Dachträger 5 und der Stützen 4 sind wetterfeste Außenplatten 14 angeordnet. Diese dehnen sich in Abhängigkeit von der Temperatur aus, wie dies durch einen Dehnungsweg 14a in Fig. 1 schematisch dargestellt ist. Die Außenplatte 14 ist an ihrem unteren Ende mit einem Führungsprofil 13 versehen. Die Außenplatte 14 mit dem Führungsprofil 13 kann sich bei Temperaturänderungen entsprechend dem Dehnungsweg 14a relativ zur Bodenschiene 2 vertikal bewegen und dadurch Ausdehnungsänderungen der Außenplatte 14 kompensieren. Bei einer solchen Ausdehnungsänderung wird das Führungsprofil 13 und damit auch die Außenplatte 14 von der Bodenschiene 2 geführt. Dabei gleitet das Führungsprofil 13 an einem Schenkelabschnitt 2d der Bodenschiene 2 entlang. Innenplatten 26 bilden eine innere Verkleidung oder Wand des mit den Stützen 4 und den Trägern 5 gebildeten Metallskeletts 1 und können aus Holz, Metall, Kunststoff oder einem anderen Material bestehen.In the building according to the invention partially shown in FIGS. 1 and 2, a floor frame is formed from floor rails 2. The bottom rails 2 have a substantially Z-shaped shape when viewed in the cross section shown in FIG. 1. The bottom rails 2 can have a different cross-sectional shape, for example a rectangular shape. A building exterior leg 2a of the floor rails 2 has on its upper side a connecting groove 3 extending in the longitudinal direction of the rail, which is open at the top and has a groove constriction 3a at the top. Several supports 4 are each connected by a roof bracket 6 to a roof bracket 5, which preferably has the same cross-sectional profile and is made of the same material as the bracket 4. The bracket 4 is by a floor bracket 7, which is attached to it is fixed in the connecting groove 3 of the bottom rail 2 in the longitudinal direction of the groove and lockable by a clamping screw 8 in the connecting groove 3. Carriers or other floor elements 9, which are made of metal, for example sheet steel, rest on a leg 2b of the floor rail 2 inside the building. Wood or plastic can exist. They carry heat insulation mats 10 arranged above them, a film 11 arranged thereon as a barrier against steam and radon gases, and base plates 12, preferably made of wood. The insulation mats 10, film 11 and base plates 12 can also rest on other parts of this base rail instead of on the inner leg 2b of the base rails 2. Weatherproof outer panels 14 are arranged on the outside of the roof racks 5 and the supports 4. These expand depending on the temperature, as is shown schematically by an expansion path 14a in FIG. 1. The outer plate 14 is provided with a guide profile 13 at its lower end. The outer plate 14 with the guide profile 13 can move vertically with temperature changes corresponding to the expansion path 14a relative to the bottom rail 2 and thereby compensate for changes in expansion of the outer plate 14. With such a change in extension, the guide profile 13 and thus also the outer plate 14 are guided by the bottom rail 2. The guide profile 13 slides along a leg section 2d of the bottom rail 2. Inner plates 26 form an inner lining or wall of the metal skeleton 1 formed with the supports 4 and the supports 5 and can be made of wood, metal, plastic or another material.

Die Bodenschiene 2 hat Verankerungen 15, die in einem Sockel 15a oder in einer Betondecke verankert sind.The floor rail 2 has anchors 15 which are anchored in a base 15a or in a concrete ceiling.

Fig. 2 zeigt die Stütze 4 im Querschnitt. Das gleiche Profil kann auch für die in Fig. 1 gezeigten Dachträger 5 verwendet werden. Die Stütze 4 hat bei dieser Ausführungsform eine Doppel-T-Form und besteht aus einem hohlen Doppel-Stegteil 16 und an seinen Enden symmetrisch zum Stegteil 16 seitlich überstehenden vier Querteilen 24, die zusammen zwei Stirnteile 16' am Stegteil 16 bilden. Der Stegteil 16 ist an seinen voneinander abgewandten Stegseiten zwischen seinen Querteilen 24 je mit einer nach außen offenen Stirnnut 17a oder 17b versehen. Die Stirnnuten 17a und 17b dienen zur Befestigung von Elementen wie Deckleisten 20 mittels Schrauben 19 oder Verstärkungsprofilen oder Leisten für Zwischenwände am Stegteil 16. Zu diesem Zwecke können die Schrauben 19 selbstschneidende Gewinde haben und in die Stirnnut 17a geschraubt sein; oder die Stirnnut 17b kann an ihrem außen offenen Endabschnitt eine Nutverengung 17c aufweisen, und ein eingeschobenes Befestigungselement 17d enthalten, in welche Schrauben 19d zur Befestigung einer Halteleiste 18 geschraubt sind. Innenplatten 26 und 27 sind zwischen die Halteleiste 18 und die ihr gegenüberliegenden Querteile 24 auf der einen Seite des Stegteils 16 eingespannt. Die Außenplatte 14 und eine weitere Außenplatte 22 sind mittels der Schrauben 19 und einer Deckleiste 20 zwischen diese Deckleiste 20 und die Querteile 24 am anderen Ende des Stegteils 16 eingespannt. Die Querteile 24 sind auf ihren voneinander abgewandten Außenseiten mit Wasserrillen 25 versehen. Die Innenplatten 26, 27 und Außenplatten 14, 22 dienen zur Verkleidung des Metallskeletts 1 und zu dessen Querversteifung. Zwischen der Außenplatte 14 und einer Wärmeisolationsschicht 23, die zwischen voneinander abgewandten Querteilen 24 angeordnet ist, ist ein Hinterlüftungsraum 28 gebildet.Fig. 2 shows the support 4 in cross section. The same profile can also be used for the roof rack 5 shown in FIG. 1. In this embodiment, the support 4 has a double-T shape and consists of a hollow double web part 16 and at its ends, symmetrically to the web part 16, four transverse parts 24 laterally protruding, which together form two end parts 16 ′ on the web part 16. The web part 16 is provided on its web sides facing away from each other between its cross parts 24 with an outwardly open end groove 17a or 17b. The end grooves 17a and 17b are used to fasten elements such as cover strips 20 by means of screws 19 or reinforcing profiles or strips for partitions on the web part 16. For this purpose, the screws 19 can have self-tapping threads and can be screwed into the end groove 17a; or the front groove 17b can have a groove constriction 17c at its open end portion and contain an inserted fastening element 17d, into which screws 19d are screwed for fastening a retaining strip 18. Inner plates 26 and 27 are clamped between the retaining strip 18 and the transverse parts 24 opposite it on one side of the web part 16. The outer plate 14 and a further outer plate 22 are clamped by means of the screws 19 and a cover strip 20 between this cover strip 20 and the transverse parts 24 at the other end of the web part 16. The cross members 24 are provided on their outer sides facing away from one another with water grooves 25. The inner plates 26, 27 and outer plates 14, 22 serve to clad the metal skeleton 1 and to reinforce it transversely. Between the outer plate 14 and one A thermal insulation layer 23, which is arranged between transverse parts 24 facing away from one another, forms a rear ventilation space 28.

Ein Schenkel 21 der Boden-Lasche 7 ragt in den Hohlraum des Doppel-Stegteils 16 und ist an ihm mittels Schrauben 29 befestigt.One leg 21 of the bottom flap 7 projects into the cavity of the double web part 16 and is fastened to it by means of screws 29.

Das in Fig. 3 als weitere Ausführungsform dargestellte Doppel-T-Profil für eine Stütze 4 oder einen Träger 5, hier als Stütze 4b bezeichnet, besteht aus einem einfachen Stegteil 16b und den vier Querteilen 24, welche an den beiden Enden des Stegteils 16b seitlich über ihn hinausragen und an ihren voneinander abgewandten Außenseiten jeweils Wasserrillen 25 bilden. Der Einfach-Stegteil 16b ist auf seinen voneinander abgewandten Außenseiten je mit einer in Längsrichtung verlaufenden Stirnnut 17a oder 17b versehen. Die Stirnnuten 17a und 17b liegen je zwischen zwei voneinander abgewandten Querteilen 24, sind nach außen hin offen und haben an ihrem Öffnungsrand eine kleinere Querschnittsgröße als am Nutgrund. In die eine Stirnnut 17a ragen die Endabschnitte von Fassadenblechen 33 und/oder Außenplatten 33b aus Holz oder Metall, welche eine wellenförmige oder eine ebene Querschnittsform haben können. Zwischen diesen Fassadenblechen 33 und/oder Außenplatten 33b und den ihnen gegenüberliegenden Querteilen 24 befinden sich Wärmeisolationsplatten 34. Die Wärmeisolationsplatten 34 können ähnlich wie die Außenplatte 14 mit einem Führungsprofil 13 versehen sein, welches die Wärmeisolationsplatten 34 an den Querteilen 24 hält und ihnen Relativbewegungen zu den Querteilen 24 zuläßt. In die andere Stirnnut 17b können Befestigungselemente, vorzugsweise Leisten 17d aus Holz oder einem anderen Material eingeschoben sein, welche zur Verschraubung einer Wandverkleidung 35, z.B. einer Täfelung 35, von Platten oder von Leisten oder Brettern mittels der Halteleiste 18 und den Schrauben 19d dienen. Die Täfelung oder Innenplatten 35 können auf ihren den Querteilen 24 zugewandten Innenseiten mit einer Dampfsperre 37, z.B. Folie 37, versehen sein. Auf der Innenseite der Wärmeisolierplatten 34, welche einen Teil einer Außenwand bilden können, und auf der Innenseite der Wandverkleidung 35 sind vorzugsweise Hinterlüftungsräume 28 und 38 gebildet. Zwischen diesen Hinterlüftungsräumen 28, 38 erstreckt sich ungefähr über die Breite des Stegteils 16b Wärmeisolationsmaterial 40.The double T-profile shown in FIG. 3 as a further embodiment for a support 4 or a support 5, here referred to as support 4b, consists of a simple web part 16b and the four cross parts 24, which are arranged laterally at both ends of the web part 16b protrude beyond it and each form water grooves 25 on their outer sides facing away from one another. The single web part 16b is provided on its outer sides facing away from each other with an end groove 17a or 17b running in the longitudinal direction. The end grooves 17a and 17b each lie between two transverse parts 24 facing away from one another, are open to the outside and have a smaller cross-sectional size at their opening edge than at the bottom of the groove. The end sections of facade sheets 33 and / or outer plates 33b made of wood or metal protrude into one end groove 17a, which can have an undulating or a flat cross-sectional shape. Between these facade sheets 33 and / or outer plates 33b and the transverse parts 24 opposite them there are heat insulation plates 34. Similar to the outer plate 14, the heat insulation plates 34 can be provided with a guide profile 13, which the heat insulation plates 34 on the cross parts 24 holds and allows them relative movements to the cross members 24. Fastening elements, preferably strips 17d made of wood or another material, can be inserted into the other end groove 17b, which are used to screw a wall covering 35, for example a paneling 35, of panels or strips or boards by means of the holding strip 18 and the screws 19d. The paneling or inner plates 35 can be provided with a vapor barrier 37, for example film 37, on their inner sides facing the transverse parts 24. On the inside of the heat insulating plates 34, which can form part of an outer wall, and on the inside of the wall cladding 35, rear ventilation spaces 28 and 38 are preferably formed. Thermal insulation material 40 extends between these rear ventilation spaces 28, 38 approximately over the width of the web part 16b.

Bei der in Fig. 4 dargestellten weiteren Ausführungsform nach der Erfindung sind den Fig. 1, 2 und 3 entsprechende Teile jeweils wieder mit gleichen Bezugszahlen versehen. Unterschiede bestehen darin, daß die Stirnteile 16' der Stützen 4 mit einem senkrechten Schenkel 50a einer winkelförmigen Bodenschiene 50 verschraubt sind. Im Schenkel 50a sind vorzugsweise Langlöcher gebildet, damit die Stützen 4 leicht verschiebbar sind. Auf einem kürzeren, auf dem Boden liegenden Schenkel 50b der Bodenschiene 50 liegen Träger, Panels oder Platten 9 auf. Die Verankerung 15 ist mit diesem Schenkel 50b verschraubt.In the further embodiment according to the invention shown in FIG. 4, parts corresponding to FIGS. 1, 2 and 3 are again provided with the same reference numbers. Differences are that the end parts 16 'of the supports 4 are screwed to a vertical leg 50a of an angular bottom rail 50. Elongated holes are preferably formed in the leg 50a so that the supports 4 are easily displaceable. Carriers, panels or plates 9 rest on a shorter leg 50b of the floor rail 50 lying on the floor. The anchor 15 is screwed to this leg 50b.

Fig. 5 zeigt im Querschnitt ein Doppel-T-Profil 51 z.B. aus Aluminium als Stütze 4 und Träger 5 mit einem Steg 16 ähnlich wie Fig. 3. Beide Stirnseiten haben analoge Ausbildungen und je zwei Querteile 24. Die Stirnseiten sind flach, damit an die Stützen 4 oder Träger 5 anchließende Elemente nicht mit Ausnehmungen versehen werden müssen, und damit außen wie innen Elemente wie z.B. Platten oder Täfer durchlaufend glatt aufliegen und direkt oder mit Leisten 18 auf den Stützen 4 oder Trägern 5 dicht abschließen, so daß die Stützen 4 oder Träger 5 von der Wetterseite her abisoliert sind. An die Stirnseiten kann eine Wand 63 anschließen.5 shows in cross section a double T-profile 51, for example made of aluminum as a support 4 and support 5 with a web 16 Similar to Fig. 3. Both end faces have analog designs and two cross members 24 each. The end faces are flat, so that elements connecting to the supports 4 or supports 5 do not have to be provided with recesses, and thus elements such as plates or panels, both outside and inside lie continuously smooth and close tightly or directly with strips 18 on the supports 4 or supports 5, so that the supports 4 or supports 5 are stripped from the weather side. A wall 63 can connect to the end faces.

Das Profil 51 ist an den Querteilen 24 und am Steg 16 durch eine sandwichartige Auflageschicht 61 verstärkt, z.B. Stahlbleche. Damit wird eine maximale statische Festigkeit erreicht. Die Nuten 17a und 17b sowie Wasserrinnen 25 haben auf den Stirnseiten vorteilhaft eine Verengung, damit Organe verschiedenster Art ihren Halt finden. Ein gleitbares Sicherheitsprofil 58 ermöglicht ein Abmontieren von Wandplatten von außen. Da Aluminiumträger eine größere Elastizität und Durchbiegung aufweisen als Stahlträger, werden durch die beidseitig vom Steg 16 eingeschobenen und miteinander verschraubten Auflageschichten 61, beispielsweise Stahlbleche, bedeutend größere statische Vorteile mit Bezug auf Belastung und Spannweiten erreicht.The profile 51 is reinforced on the transverse parts 24 and on the web 16 by a sandwich-like support layer 61, e.g. Steel sheets. This ensures maximum static strength. The grooves 17a and 17b and water channels 25 advantageously have a narrowing on the end faces so that organs of all kinds find their hold. A slidable safety profile 58 enables wall plates to be removed from the outside. Since aluminum beams have greater elasticity and deflection than steel beams, the support layers 61, for example steel sheets, which are pushed in and screwed together on both sides by the web 16, achieve significantly greater structural advantages with regard to load and span widths.

Fig. 6 zeigt einen Querschnittstteil einer Stütze 4 oder eines Träger 5. Es enthält ein Doppel-T-Profil 72, welches einen einfachen Stegteil 16b und mit ihm einstückige Stirnteile 16c sowie auf die Stirnteile 16c geschobene Profilschienen 73 aufweist. In der Profilschiene 73 sind die Stirnnut 17a bzw. 17b sowie die Wasserrinnen 25 gebildet, von denen in Fig. 6 nur die Stirnnut 17b gezeigt ist. Mit einem solchen Profil 72 können mit kleinem Material-Gewicht große Spannweiten gebildet werden. Das Doppel-T-Profil 72 kann ein genormtes Standardprofil sein.6 shows a cross-sectional part of a support 4 or a carrier 5. It contains a double-T profile 72, which has a simple web part 16b and end pieces 16c integral with it, as well as profile rails 73 pushed onto the end parts 16c. In the profile rail 73, the end groove 17a or 17b and the water channels 25 are formed, of which only the end groove 17b is shown in FIG. 6. With such a profile 72 large spans can be formed with a small material weight. The double-T profile 72 can be a standardized standard profile.

Claims (7)

Gebäude mit einem Metallskelett, welches Stützen und Träger zum Befestigen von Platten, Isoliermaterial, Blechen, Glasscheiben, Fenstern, Türen und ähnlichen Bauelementen aufweist,
dadurch gekennzeichnet, daß das Metallskelett (1) mit seinen Stützen (4) und Trägern (5, 9) und den damit verbundenen Bauelementen auf Bodenschienen (2; 50) auflagert, welche vorzugsweise eine winkel- oder Z- förmige Querschnittsform haben, daß die Stützen (4) und die zur Bildung eines Daches dienenden Träger (5) im Querschnitt im wesentlichen doppel-T-förmig sind, daß die Doppel-T-Form einen Stegteil (16; 16b) und an jedem Stegteilende einen Stirnteil (16'; 16c) mit zwei in entgegengesetzten Richtungen voneinander wegragenden Querteilen (24) aufweist, daß auf mindestens einer der voneinander abgewandten Außenseiten der Stirnteile (16'; 16c) mindestens eine Wasserrille (25) gebildet ist, und daß auf den beiden voneinander abgewandten Außenseiten der Stirnteile (16'; 16c) je mindestens eine in Profillängsrichtung verlaufende und nach außen hin offene Stirnnut (17a, 17b) vorgesehen ist, in welche Bauelemente (33, 33b) oder zu ihrer Befestigung dienende Befestigungselemente (17d, 19, 19d) hineinragen oder untergebracht sind.Building with a metal skeleton, which has supports and supports for attaching plates, insulating material, sheets, glass panes, windows, doors and similar components,
characterized in that the metal skeleton (1) with its supports (4) and supports (5, 9) and the components connected thereto rests on floor rails (2; 50), which preferably have an angular or Z-shaped cross-sectional shape, that the Supports (4) and the beams (5) used to form a roof are essentially double T-shaped in cross-section, that the double-T shape has a web part (16; 16b) and an end part (16 '; 16c) with two Transverse parts (24) projecting in opposite directions from one another, that at least one water groove (25) is formed on at least one of the outer sides of the end parts (16 '; 16c) facing away from one another, and that on the two outer sides of the end parts (16'; 16c) at least one end groove (17a, 17b) running in the longitudinal direction of the profile and open to the outside is provided, into which structural elements (33, 33b) or fastening elements (17d, 19, 19d) serving for their fastening protrude or are accommodated. Gebäude nach Anspruch 1,
dadurch gekennzeichnet, daß von den Stützen (4) und Trägern (5, 9) gehaltene Bauelemente derart mit ihnen verbunden sind, daß sie sich relativ zu ihnen bei Temperaturänderungen und dadurch bedingten Größenänderungen ausdehnen können und Querversteifungen des Gebäudes bilden.Building according to claim 1,
characterized in that components supported by the supports (4) and beams (5, 9) are connected to them in such a way that they can expand relative to them in the event of temperature changes and the resulting changes in size, and form transverse reinforcements of the building. Gebäude nach Anspruch 1 oder 2,
dadurch gekennzeichnet, daß der Gebäudeboden eine Wärmeisolationsschicht (10), darüber eine Folie (11) als Sperre gegen Radongase und Dampf, und über der Folie (11) eine Bodendeckschicht (12) aufweist.Building according to claim 1 or 2,
characterized in that the building floor has a heat insulation layer (10), a film (11) above as a barrier against radon gases and steam, and a floor covering layer (12) above the film (11). Gebäude nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, daß mindestens eine der Stützen (4) und/oder Träger (5, 9) an mindestens einem Stirnteil (16'; 16c) insgesamt drei Rillen oder Nuten (17a,17b,25)aufweist.Building according to one of the preceding claims,
characterized in that at least one of the supports (4) and / or supports (5, 9) has a total of three grooves or grooves (17a, 17b, 25) on at least one end part (16 '; 16c). Gebäude nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, daß Außenplatten (14) von innen mit den Stützen (4) und Trägern (5,9) durch gleitbare Organe (13,2d) fest, jedoch für Material-Ausdehnungsänderungen infolge von Temperaturänderungen relativ zueinander bewegbar verbunden sind.Building according to one of the preceding claims,
characterized in that outer plates (14) are fixedly connected from the inside to the supports (4) and supports (5,9) by slidable members (13,2d), but are movable relative to one another for material expansion changes due to temperature changes. Gebäude nach einem der vorhergehenden Ansprüche,
dadurch gekennzeichnet, daß alle neben den Wasserrillen (25) und Stirnnuten (17a,17b) gelegenen Teile der Stirnteile (16'; 16c) in einer gemeinsame Stirnebene enden.Building according to one of the preceding claims,
characterized in that all the parts of the end parts (16 '; 16c) located next to the water grooves (25) and end grooves (17a, 17b) end in a common end plane. Gebäude nach einem der vorhergehenden Ansprüche,
gekennzeichnet durch eine Dichtung zur Verhinderung von Kältebrücken zwischen den Stützen (4) und/oder Trägern (5) einerseits und an sie angrenzenden Bauelementen andererseits.Building according to one of the preceding claims,
characterized by a seal to prevent cold bridges between the supports (4) and / or beams (5) on the one hand and components adjacent to them on the other.
EP93110601A 1992-10-01 1993-07-02 Metal skeleton building Expired - Lifetime EP0590248B1 (en)

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DE4233061 1992-10-01
DE4233061A DE4233061A1 (en) 1992-10-01 1992-10-01 Building with a metal skeleton

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Publication number Priority date Publication date Assignee Title
EP0784126A3 (en) * 1996-01-13 1998-09-30 Ernst Koller Skeleton structure made of profiled members
EP0899388A2 (en) * 1997-08-29 1999-03-03 Karsten Bajorat Building method for family-houses and dwelling buildings
EP1365082A1 (en) * 2002-05-23 2003-11-26 Powerwall Systems Limited Panel
WO2006045491A1 (en) * 2004-10-28 2006-05-04 Bosman Jacobus Hendericus Building wall structure
EP4039904A1 (en) * 2021-02-05 2022-08-10 Andreas Plur Clean room

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Publication number Priority date Publication date Assignee Title
DE19636802A1 (en) * 1996-09-11 1998-03-12 Ernst Koller Metal building skeleton

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US3150463A (en) * 1960-12-19 1964-09-29 J A Nearing Co Inc Greenhouse
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FR2064731A5 (en) * 1969-10-23 1971-07-23 Delfour Paul
CH654896A5 (en) * 1981-03-31 1986-03-14 Ernst Koller PROFILE-STRUCTURAL BUILDING ELEMENT.
AT393399B (en) * 1988-10-28 1991-10-10 Meusburger Walter Load-bearing structure for a wall or roof covering formed from pane-like panels, in particular from glass panels or glass panes
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CH371882A (en) * 1959-02-12 1963-09-15 Koller Ernst Wall for building
US3150463A (en) * 1960-12-19 1964-09-29 J A Nearing Co Inc Greenhouse
DE1684949A1 (en) * 1965-08-17 1971-04-15 Alusuisse Light metal hall
FR2064731A5 (en) * 1969-10-23 1971-07-23 Delfour Paul
CH654896A5 (en) * 1981-03-31 1986-03-14 Ernst Koller PROFILE-STRUCTURAL BUILDING ELEMENT.
AT393399B (en) * 1988-10-28 1991-10-10 Meusburger Walter Load-bearing structure for a wall or roof covering formed from pane-like panels, in particular from glass panels or glass panes
DE9115235U1 (en) * 1991-12-04 1992-02-06 Horn, Wolfgang, Dr.-Ing., O-9408 Schlema, De

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0784126A3 (en) * 1996-01-13 1998-09-30 Ernst Koller Skeleton structure made of profiled members
EP0899388A2 (en) * 1997-08-29 1999-03-03 Karsten Bajorat Building method for family-houses and dwelling buildings
EP0899388A3 (en) * 1997-08-29 2000-08-23 Karsten Bajorat Building method for family-houses and dwelling buildings
EP1365082A1 (en) * 2002-05-23 2003-11-26 Powerwall Systems Limited Panel
WO2006045491A1 (en) * 2004-10-28 2006-05-04 Bosman Jacobus Hendericus Building wall structure
EP4039904A1 (en) * 2021-02-05 2022-08-10 Andreas Plur Clean room

Also Published As

Publication number Publication date
PL299913A1 (en) 1994-04-05
ATE142297T1 (en) 1996-09-15
DE4233061A1 (en) 1994-04-07
EP0590248B1 (en) 1996-09-04
PL171285B1 (en) 1997-03-28
DE59303638D1 (en) 1996-10-10

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