EP0784126B1 - Construction d'ossature faite de barres profilées - Google Patents

Construction d'ossature faite de barres profilées Download PDF

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Publication number
EP0784126B1
EP0784126B1 EP96119055A EP96119055A EP0784126B1 EP 0784126 B1 EP0784126 B1 EP 0784126B1 EP 96119055 A EP96119055 A EP 96119055A EP 96119055 A EP96119055 A EP 96119055A EP 0784126 B1 EP0784126 B1 EP 0784126B1
Authority
EP
European Patent Office
Prior art keywords
cross
profile bars
rectangular profile
rectangular
section
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP96119055A
Other languages
German (de)
English (en)
Other versions
EP0784126A3 (fr
EP0784126A2 (fr
Inventor
Ernst Koller
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP0784126A2 publication Critical patent/EP0784126A2/fr
Publication of EP0784126A3 publication Critical patent/EP0784126A3/fr
Application granted granted Critical
Publication of EP0784126B1 publication Critical patent/EP0784126B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E04B2001/2454—Connections between open and closed section profiles
    • 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

Definitions

  • the invention relates to a building skeleton Profile bars according to the preamble of claim 1.
  • Such a building skeleton is from GB-A-1 503 588 known.
  • the object of the invention is to solve a problem Form the building skeleton so that there are only a few different profile bars and no special tools for the assembly and disassembly of such a building skeleton needed and also for higher building constructions suitable is.
  • Skeleton building according to the invention consisting in essentially only from rectangular profile bars 2, I-profile bars adapted to their size and shape 4, and intermediate elements in the form of Connecting elements 6 and wall elements 8.
  • the height H2 the rectangular profile bars 2 are preferably the same size like their width B2 so that they are in cross section are square.
  • the I-profile bars have a height H2, which is the same size as the height H2 or the width B2 of the rectangular profile bars 2.
  • the rectangular profile bars 2 and the I-profile bars 4 have only flat surfaces and one on the outside in the middle in the longitudinal direction trending, seen in cross-sectional view undercut, longitudinal groove 10, all the same Cross-sectional shape and same cross-sectional size.
  • the longitudinal grooves 10 of the I-section bar 4 are aligned with the longitudinal grooves 10 of the rectangular section bar 2, if they are attached to each other in the longitudinal direction or Face to face to each other.
  • the longitudinal grooves 10 are "undercut", which is here means that they have a smaller one on their outside Have opening cross section than in the groove depth, so that connecting elements 6 inserted into them opposing projections 12 of these Longitudinal grooves 10 from the inside of the groove to the outside of the groove rest and thereby anchored in the longitudinal grooves 10 can be.
  • the longitudinal grooves 10 preferably have the shown in Fig. 1 T-shaped cross-sectional shape rectangular cross-section under the rib-like, projections 12 also rectangular in cross section.
  • Other groove cross-sectional shapes are also possible, e.g. an outwardly narrowing trapezoidal shape or Dovetail shape or other shape, which in the groove depth is greater than on the outside of the groove.
  • the I-profile bars 4 consist of a single web 14 with flat, smooth side surfaces and without side Projections, and with existing on the web ends Cross parts 16, on the outside symmetrically about the web 14, the longitudinal grooves 10 are formed.
  • the rectangular profile bar 2 can be a full profile 1, however, preferably a hollow profile.
  • the Cross parts 16 of the I-profiles consist of one of them Longitudinal groove 10 forming wall, which is preferably the has the same wall thickness as the rectangular profile bar 2 in its area forming its grooves 10. This covers the front of the wall of the longitudinal groove 10 of the I-profile bar 4 with the wall of the rectangular profile bar 2, if these two profile bars 2 and 4 on the end face like this be put together that the longitudinal groove 10 of the I-profile bar 4 with the longitudinal groove 10 of the Rectangular profile bar 2 is aligned.
  • the two profile bars 4 and 6 are preferably made of aluminum but also from another metal, plastic, fiber-reinforced plastic or wood.
  • Longitudinal grooves 10 lying on the outside of the building can as a water drainage channel for condensed water or Rainwater is used and / or to hold end pieces 20 of outer wall panels 22 of the building.
  • This Wall plates 22 can pass through in the outer longitudinal groove 10 fasteners, not shown, are fastened, which can reach behind the projections 12 or in a fastener located in the longitudinal groove 10 screwed or otherwise connected can or in the groove base of the longitudinal groove 10 can be screwed in.
  • Can in cavities Insulation material 23 can be accommodated.
  • Rectangular profile bars 2 are two different cross section sizes of Rectangular profile bars 2 and preferably also from I-profile bars 4 intended.
  • the rectangular profile bars of different cross-sectional size and the I-profile bars other cross-sectional size also in terms of size and shape coordinated that the existing longitudinal grooves 10th when they are face to face be arranged adjacent.
  • Fig. 1 shows such an additional Rectangular profile bar 2.2, which seen in cross section is identical to that described above Rectangular profile bar 2, but so much in cross section is smaller that it is shown in FIG. 1 with a sliding seat in the Cavity of the above Rectangular profile bar 2 are used telescopically can.
  • the height H 2.2 of this smaller one Rectangular section bar 2.2 is equal to its width B 2.2.
  • the longitudinal grooves 10 of the different sizes of Rectangular profile bars 2 and 2.2 all have the same Cross-sectional shape and same cross-sectional size.
  • Rod longitudinally telescopic Rectangular profile bars 2 and 2.2 can be used with increasing building height decreasing weight loads be taken into account. Furthermore, on the Face of the larger in cross section Rectangular profile bars 2, which in cross section smaller rectangular profile bars 2.2 in Withstand the crossbar direction, building elements such as for example beams, beams and ceilings or be supported.
  • Fig. 2 is a smaller in cross section Rectangular profile bar 2.2, which is the rectangular profile bar 2.2 of Fig. 1 can be as a building support or Building pillar shown, on which a in cross section equally large and trained with the same shape Rectangular section bar 2.2 set at right angles and through a connecting element 6 and by a Tensioning screw device 24 is anchored.
  • the Connecting element 6 is angular and engages one leg in the longitudinal groove 10 of the vertical arranged rectangular profile bar 2.2 and with his other leg in the longitudinal groove 10 of the horziontal arranged rectangular profile bar 2.2.
  • the Tension screw device 24 tensions the vertical Leg of the connecting element 6 against the Projections 12 of the longitudinal groove 10 of the vertical Rectangular profile bar 2.2, in which the vertical Leg of the connecting element 6 is inserted.
  • a same screw connection 24 can also the horizontal Leg of the connecting element 6 in the longitudinal groove 10 of the horizontal rectangular section bar 2.2.
  • An I-profile bar 4.2 serves as rafters and is under an oblique cut to the upper face of the vertically arranged rectangular profile bar 2.2 from Fig. 2 and by another Anchoring element 6 with it, which with his legs in the longitudinal grooves 10 of these two Profile bars 2.2 and 4.2 engages.
  • the profile height H2.2 this I-profile bar 4.2 of Fig. 2 is the same size as the profile height H 2.2 of the smaller in cross section Rectangular profile bar 2.2, and the cross-sectional shape and Cross-sectional sizes, each arranged in the center are four longitudinal grooves 10 of this I-profile bar 4.2 same as for all other profile bars 2, 4 and 2.2. As a result, all the longitudinal grooves 10 are aligned with one another when they are arranged face to face become.
  • the correspondingly smaller height H2.2 Profile bars 2.2 and 4.2 of FIG. 2 are in FIG. 2 registered.
  • the height H2 or H2.2 of the rectangular profile bars 2 and 2.2 and the I-profile bars 4 and 4.2 is preferably 80, 100, 120, 140 or 160 mm.
  • the material thickness is all Profile bars 2, 2.2, 4, 4.2, 4.3 preferably the same and is preferably between 2 mm and 6 for metal mm.
  • the protrusions 12 preferably have a thickness 30 equal to the material thickness mentioned, a height 32 between 2 mm and 6 mm, a rectangular Cross-sectional shape, and one for each longitudinal groove 10 Distance 34 from each other between 20 mm and 50 mm.
  • the Longitudinal grooves 10 have a under the projections 12 Width 36 that is symmetrical with the projections 12 is at least 2 mm larger than the distance between them Protrusions 12 from each other and they have one rectangular cross-sectional shape with a groove depth 38 between 4 mm and 12 mm under the projections 12.
  • Fig. 3 shows an arrangement with a Rectangular profile bar 2, an equally high I-profile bar 4, and a next-larger I-profile bar 4.3, between whose cross parts 16 the two other profile bars 2nd and 4 can be used on the side.
  • the longitudinal grooves 10 preferably have the in the Drawings shown rectangular cross-sectional shape.
  • cross-sectional shapes are also possible, e.g. Dovetail shape or trapezoidal shape.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (5)

  1. Ossature de bâtiment faite de barres profilées et d'éléments intermédiaires, utilisant comme barres profilées une combinaison de barres profilées rectangulaires (2, 2.2) et de barres profilées (4, 4.2, 4.3) en I, qui sont mutuellement adaptées concernant leur taille et leur forme de telle sorte qu'elles possèdent, vues en coupe transversale, des rainures longitudinales (10) coïncidentes de même taille de section et de même forme de section, les barres profilées rectangulaires (2, 2.2) possédant une telle rainure longitudinale (10) sur chaque côté extérieur, symétriquement à leur milieu transversal, et les barres profilées (4, 4.2, 4.3) en I possédant une de ces rainures longitudinales (10) sur chaque côté extérieur de partie transversale, aux extrémités de la partie médiane, symétriquement au milieu de la largeur de la partie médiane, et les rainures longitudinales (10) possédant un profil de section contre-dépouillé, de sorte que les éléments intermédiaires (6, 8) peuvent y être ancrés,
    caractérisée en ce qu'il est prévu au moins deux tailles de section différentes pour les barres profilées rectangulaires (2, 2.2), en ce qu'au moins les barres profilées rectangulaires (2) de plus grande section consistent en un profilé creux dans la direction longitudinale des barres, en ce que les barres profilées rectangulaires (2.2) de plus petite section peuvent être enfilées télescopiquement avec ajustement appuyé dans la direction longitudinale des barres dans les barres profilées rectangulaires (2) de plus grande section, et en ce que les rainures longitudinales (10) des barres profilées rectangulaires (2.2) de plus petite section ont la même forme de section et la même taille de section que les rainures longitudinales (10) des barres profilées rectangulaires (2) de plus grande section.
  2. Ossature de bâtiment selon la revendication 1, caractérisée en ce que la hauteur (H2, H2.2) des barres profilées rectangulaires (2, 2.2) est identique à leur largeur (B2).
  3. Ossature de bâtiment selon une des revendications précédentes, caractérisée en ce que les barres profilées rectangulaires (2, 2.2) sont des profilés creux.
  4. Ossature de bâtiment selon une des revendications précédentes, caractérisée en ce qu'au moins une des barres profilées (4) en I possède la même taille de section (H2) qu'au moins une des barres profilées rectangulaires (2).
  5. Ossature de bâtiment selon une des revendications précédentes, caractérisée en ce qu'au moins une (4.3) des barres profilées en I possède, entre ses parties transversales (16), une hauteur (40) de partie médiane qui est au moins supérieure à la hauteur de section extérieure (H2) d'une barre profilée (4) en I de taille immédiatement inférieure ou d'une barre profilée rectangulaire (2) de taille immédiatement inférieure, de sorte que ces barres peuvent être insérées latéralement entre les parties transversales (16) de la barre profilée (4.3) en I de plus grande taille, jusque contre sa partie médiane (14).
EP96119055A 1996-01-13 1996-11-28 Construction d'ossature faite de barres profilées Expired - Lifetime EP0784126B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19601065A DE19601065A1 (de) 1996-01-13 1996-01-13 Skelettgebäude aus Profilstäben
DE19601065 1996-01-13

Publications (3)

Publication Number Publication Date
EP0784126A2 EP0784126A2 (fr) 1997-07-16
EP0784126A3 EP0784126A3 (fr) 1998-09-30
EP0784126B1 true EP0784126B1 (fr) 2000-03-22

Family

ID=7782689

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96119055A Expired - Lifetime EP0784126B1 (fr) 1996-01-13 1996-11-28 Construction d'ossature faite de barres profilées

Country Status (4)

Country Link
US (1) US5806268A (fr)
EP (1) EP0784126B1 (fr)
DE (2) DE19601065A1 (fr)
PL (1) PL317922A1 (fr)

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DE19824063A1 (de) * 1998-05-29 1999-12-02 Ernst Koller I-förmiger Träger für Gebäudekonstruktionen
DE19945550A1 (de) 1999-09-23 2001-03-29 Ernst Koller Gebäudeskelett
US6668512B2 (en) * 1999-11-02 2003-12-30 Ray T. Forms, Inc. Lightweight building component
US7251919B2 (en) 1999-11-02 2007-08-07 Ray Manuel A Lightweight building component
EP1164229A1 (fr) 2000-06-16 2001-12-19 Ernst Koller Barre profilée pour construction de bâtiments
EP1321592A1 (fr) * 2001-12-21 2003-06-25 Paolo Manzi Ossature modulaire pour structure porteuse avec profilés et plaques autoporteuses et procédé pour sa réalisation
DE10240309A1 (de) * 2002-08-31 2004-03-11 Amazonen-Werke H. Dreyer Gmbh & Co. Kg Profilträgersystem
AU2002952991A0 (en) * 2002-11-29 2002-12-12 Somerville, Declan Garden extrusion
US7637070B2 (en) * 2004-02-11 2009-12-29 Hawes Raymond W Modular system and method for constructing structures with improved resistance to extreme environmental conditions and components thereof
US7389621B2 (en) * 2004-02-11 2008-06-24 International Property Rights Ltd. Rapidly deployable temporary modular structures and component elements thereof
DE202005016961U1 (de) * 2005-07-05 2006-11-16 Eberhard, Michael Bausatz
US7814727B2 (en) * 2008-11-17 2010-10-19 Jake & Elwood Holding Company Wall structure assembly
CN103790235B (zh) * 2012-10-30 2016-03-30 杨华龙 集成房屋的主框架结构总成
US10619791B2 (en) 2013-03-14 2020-04-14 Eaton Intelligent Power Limited Channel framing with additional functional side
CA2875556C (fr) 2013-12-23 2022-07-12 Cooper Technologies Company Ecrou de fixation pour armature de profile
CA2889176C (fr) 2014-04-30 2022-08-16 Cooper Technologies Company Systeme de support a trapeze comportant une fixation de support a trapeze
CA2890064C (fr) 2014-04-30 2022-08-16 Cooper Technologies Company Systeme de support a trapeze comprenant un raccord a blocage par pivotement
CA2889880C (fr) 2014-05-02 2022-05-31 Cooper Technologies Company Pince de conduit pour canal de jambe de force
US9926957B2 (en) 2014-11-14 2018-03-27 Cooper Technologies Company Fitting for strut channel
US10100861B2 (en) 2014-11-14 2018-10-16 Cooper Technologies Company Beam clamp for strut channel
US9982695B2 (en) 2014-11-14 2018-05-29 Cooper Technologies Company Fitting for strut channel
US9347213B1 (en) 2014-11-14 2016-05-24 Cooper Technologies Company Fitting for channel framing
US20200190788A1 (en) * 2017-08-18 2020-06-18 Knauf Gips Kg Frame, basic framework, module, profile and set of structural elements for modular construction and a modular-construction building

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Also Published As

Publication number Publication date
US5806268A (en) 1998-09-15
EP0784126A3 (fr) 1998-09-30
PL317922A1 (en) 1997-07-21
EP0784126A2 (fr) 1997-07-16
DE19601065A1 (de) 1997-07-17
DE59604767D1 (de) 2000-04-27

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