EP1164229A1 - Barre profilée pour construction de bâtiments - Google Patents

Barre profilée pour construction de bâtiments Download PDF

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Publication number
EP1164229A1
EP1164229A1 EP00111964A EP00111964A EP1164229A1 EP 1164229 A1 EP1164229 A1 EP 1164229A1 EP 00111964 A EP00111964 A EP 00111964A EP 00111964 A EP00111964 A EP 00111964A EP 1164229 A1 EP1164229 A1 EP 1164229A1
Authority
EP
European Patent Office
Prior art keywords
profile
head
building construction
heads
bar according
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.)
Withdrawn
Application number
EP00111964A
Other languages
German (de)
English (en)
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
Priority to EP00111964A priority Critical patent/EP1164229A1/fr
Publication of EP1164229A1 publication Critical patent/EP1164229A1/fr
Withdrawn legal-status Critical Current

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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
    • E04B2/7863—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially I - section with web perpendicular to plane of partition
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • 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
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel 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
    • 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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2002/7461—Details of connection of sheet panels to frame or posts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E04C2003/0417—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts demountable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0439—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts

Definitions

  • the invention relates to a building construction profile bar according to the Preamble of claim 1.
  • Such a building construction profile bar is known from EP 0 784 126 A2.
  • EP 0 960 985 A2 is a profile bar with two longitudinal grooves on the top the profile heads known. Dimensioning is also known from this document, which are the interlocking of two profile heads of two of the same design Profile bars enabled.
  • the object of the invention is to achieve a building construction profile bar to create which has a simple cross-sectional shape that is inexpensive is producible and which is also used by unskilled workers be able to build skeleton buildings quickly.
  • the profile bar has a simple cross section, is easy to manufacture and can be used in a simple manner for the rapid erection of skeleton buildings.
  • the profile bars are constructed in such a way that only a single type of profile, which has the same cross-sectional shape and the same cross-sectional dimensions, can be used to form the predominant number of all supports and supports of building skeletons.
  • the invention enables a rock-solid, healthy, elegant, extremely quick assembly. It is also safe against earthquakes and has a long lifespan for all climates.
  • the profile bars are also recyclable. They are preferably made of an aluminum alloy, but can be made of another material, for example aluminum, iron or plastic.
  • the buildings erected with the profile bars according to the invention can be provided with insulation in a simple manner.
  • the invention enables the avoidance of moisture in the building walls and good sound insulation.
  • the invention enables an inexpensive construction. It can be used to produce all types of roofs, from flat roofs to pitched roofs, if required also covered with gravel or plants.
  • Fig. 1 preferred dimensions of the profile bar according to the invention are given.
  • the building construction profile bar 2 contains two Profile heads 4 and 6 and one of these two profile heads 4 and 6 with each other connecting web 8, which together a single piece of material made of aluminum, an aluminum alloy, made of iron, plastic or a similar material are.
  • An aluminum alloy is preferred because it is heavy-duty, is corrosion-resistant and heat-resistant for many climates.
  • the two profile heads 4 and 6 protrude symmetrically on both transverse sides equally far beyond the web 8, have a rectangular outer Cross-sectional shape and have the same head width KB, which is larger than the outer head height KH1 of one profile head 4 or KH2 of the other Profile head 6.
  • the web 8 is a full profile and has two mutually parallel side surfaces 10 and 12, which are interrupted by cross arms or preferably extend continuously from profile head to profile head 4 or 6.
  • One profile head 4 has a single longitudinal groove 14 on its upper side provided, which is arranged symmetrically to the head center and in Profile transverse direction is undercut on both sides and across the width of the web 8 protrudes symmetrically equally far on both sides.
  • the other profile head 6 has a head height KH2 that is less than a quarter, is preferably less than a fifth of its head width KB.
  • the top this other profile head 6 has a single, flat surface 16, which is extends continuously over the entire top. This has this other profile head in the form of a flat strand or ribbon, which protrudes symmetrically on both sides equally far beyond the web 8 in the transverse direction.
  • the undersides of the two profile heads 4 and 6 are flat continuous surfaces 18, 20, 22 and 24 are formed, each of which is 8th up to the outer transverse sides 26, 28, 30, 32 of the relevant profile head 4 or 6 extend. These transverse sides are preferably flat, uninterrupted Surfaces. The corners and edges of the profile heads are preferably rounded.
  • One profile head 4 has two transverse ribs 34 and 36, which on the top border this profile head 4, in the transverse direction towards each other are directed and form a narrow point of the longitudinal groove 14 on its upper side.
  • the longitudinal groove 14 has the Cross ribs 34 and 36 have a rectangular cross section, and preferably also in the area between these transverse ribs 34 and 36.
  • the transverse ribs extend in the longitudinal direction of the profile over the entire length of the profile.
  • One width WB each, which is smaller than the height HH of the undercut 40 or 42 under the transverse rib 34 or 36, and smaller than the narrow point of the longitudinal groove 14 is so that in this undercut 40 or 42 of a profile head 4 a equally trained other building construction profile bar in Profile transverse direction can be suspended, as shown in FIG. 5.
  • profile bar The dimensions of the profile bar mentioned below are important because thereby the profile bar for a variety of building sizes as a carrier or Support can be used without profile bars with others Cross-sectional dimensions or other cross-sectional shapes are required.
  • the head width is KB for each of the two profile heads 4 and 6 between 38 mm and 42 mm, preferably at 40 mm;
  • the head height KH1 of a profile head 4 is between 22 mm and 26 mm, preferably at 24 mm;
  • the head height KH2 of the other profile head 6 is between 4 mm and 8 mm, preferably 6 mm;
  • the profile height PH, over the tops of the two profile heads 4 and 6 measured, is in the range between 100 mm and 140 mm, preferably 120 mm;
  • the height distance KA of the profile heads 4 and 6 is from each other between 70 mm and 110 mm, preferably at 90 mm.
  • the wall thickness WS of the web 8 and at least the wall thickness WS the groove bottom 44 and the groove side walls 45 and 46 lies in the range between 3 mm and 6 mm, preferably 3.5 mm.
  • the thickness R of the transverse ribs 34 and 36 can be the same as that Wall thickness WS or preferably 6 mm.
  • the rib height RH in Profile transverse direction is preferably 5 mm.
  • the longitudinal groove 14 preferably has an inner width Nl of 33 mm and a narrow point width EB of 23 mm.
  • two identical profile bars 2 can be stacked on top of one another are arranged, their other profile heads designed as a flat profile 6 adjoin each other and can be screwed together.
  • the two profile heads 4 arranged facing away from each other can be one Insert 50 for fastening plates or boards or other elements 52 included for example by means of screws 54.
  • three profile bars 2 can be laterally inserted into one another and in their The central region is connected to one another, for example, by screws 56 become.
  • Fig. 5 shows, as already described, two interlocking profile bars 2 of Fig. 1.
  • Fig. 6 shows the profile bar 2 of Fig. 1. At its one profile head 4 are of outside with screws 54 plates or boards 52 or other elements an insert 50 which fits into the undercut longitudinal groove 14 is inserted.
  • a component 52 On the profile head 6 formed as a flat profile, a component 52, z. B. a plate or board from the inside of the wall through a bracket 62 attached, which from the inside by a screw 58 on the Component 52 is screwed and at one end to this Element 52 and supported at its other end on the other profile head 6.
  • the component 52 can move relative to the profile bar 2 execute, since such relative movements only small resistances on the Contact points of the bracket 62 with the component 52 and the profile bar 2 oppose.
  • Fig. 6 also shows how the height distance between the two profile heads 4 and 6 or elements 52 attached thereto Housing thermal insulation material 60 or for housing electrical lines, water lines and / or heating lines can be used.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Finishing Walls (AREA)
EP00111964A 2000-06-16 2000-06-16 Barre profilée pour construction de bâtiments Withdrawn EP1164229A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP00111964A EP1164229A1 (fr) 2000-06-16 2000-06-16 Barre profilée pour construction de bâtiments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP00111964A EP1164229A1 (fr) 2000-06-16 2000-06-16 Barre profilée pour construction de bâtiments

Publications (1)

Publication Number Publication Date
EP1164229A1 true EP1164229A1 (fr) 2001-12-19

Family

ID=8168911

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00111964A Withdrawn EP1164229A1 (fr) 2000-06-16 2000-06-16 Barre profilée pour construction de bâtiments

Country Status (1)

Country Link
EP (1) EP1164229A1 (fr)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1586053A (en) * 1925-06-11 1926-05-25 John G Snyder Metal beam
FR2229303A5 (fr) * 1973-11-12 1974-12-06 Beckley Maxwell
EP0784126A2 (fr) 1996-01-13 1997-07-16 Ernst Koller Construction d'ossature faite de barres profilées
EP0960985A2 (fr) 1998-05-29 1999-12-01 Ernst Koller Poutrelle en I pour constructions en bâtiment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1586053A (en) * 1925-06-11 1926-05-25 John G Snyder Metal beam
FR2229303A5 (fr) * 1973-11-12 1974-12-06 Beckley Maxwell
EP0784126A2 (fr) 1996-01-13 1997-07-16 Ernst Koller Construction d'ossature faite de barres profilées
EP0960985A2 (fr) 1998-05-29 1999-12-01 Ernst Koller Poutrelle en I pour constructions en bâtiment

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