EP0960985A2 - Poutrelle en I pour constructions en bâtiment - Google Patents

Poutrelle en I pour constructions en bâtiment

Info

Publication number
EP0960985A2
EP0960985A2 EP99104353A EP99104353A EP0960985A2 EP 0960985 A2 EP0960985 A2 EP 0960985A2 EP 99104353 A EP99104353 A EP 99104353A EP 99104353 A EP99104353 A EP 99104353A EP 0960985 A2 EP0960985 A2 EP 0960985A2
Authority
EP
European Patent Office
Prior art keywords
longitudinal
groove
heads
longitudinal grooves
carrier
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Withdrawn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
EP99104353A
Other languages
German (de)
English (en)
Other versions
EP0960985A3 (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 EP0960985A2 publication Critical patent/EP0960985A2/fr
Publication of EP0960985A3 publication Critical patent/EP0960985A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts 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
    • 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
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped

Definitions

  • the invention relates to an I-shaped carrier according to the Preamble of claim 1 and its use for Building constructions.
  • I-shaped beams for building structures are known for example from DE-A-196 36 802.
  • the aim of the invention is to achieve an I-shaped object To further develop carriers of this type in such a way that they without additional tools and without additional ones Fasteners are interconnectable.
  • the Construction should be so simple that even unskilled Forces in a short time with building skeletons and whole Build buildings.
  • I-shaped beams are profile bars understood, especially made of metal such as Iron or preferably aluminum, which has two heads and one or more the two heads together have connecting webs, the heads on both sides Project symmetrically over the at least one web.
  • profile bars are also known as double-T profiles known.
  • the longitudinal grooves are shaped in such a way that a second same profile with a longitudinal rib in engage a longitudinal groove of the double-T-shaped profile can and can be turned so that the two Profiles form a corner of a building without additional profiles or screws are necessary.
  • the corner structure of the building forms a cavity, in which installations, or rainwater processes, can be installed.
  • the height of the heads is at least 6 millimeters.
  • On the head ends or flange ends can plates laterally or lengthways can be put on by these plates either one have a groove on the end face or a gripper on them is attached, which together with the plate forms such end groove.
  • the plates can the I-shaped straps fit so tightly that even Storm no water between beams and plates in one Interior can penetrate. Rainwater and condensation can run in the longitudinal grooves.
  • the plates have two on each other facing end faces each have a groove through which they laterally attachable to a head part of a carrier are, the groove arranged on one side is much deeper than that on the other side arranged so that by moving the plate sideways to the wearer's head on a plate Side out of engagement with this head can then be swung out sideways and then by moving the plate sideways in opposite direction also out of engagement with the Head of the other carrier concerned can.
  • the I-shaped Beams over the outer surfaces of their two heads measured have a height of 100 millimeters.
  • the two double T-shaped parts shown only broken off in FIG. 1 or I-shaped carrier 10 for Building structures are in height and in width trained symmetrically the same and have on the Tops of their two flanges or heads 12 two symmetrical undercut on both sides Longitudinal grooves 14 of the same cross-sectional shape and the same Cross-sectional size.
  • the undercuts on both sides 16 of the grooves 14 have a rectangular cross-sectional shape with rounded corners.
  • the narrowest point of the longitudinal grooves 14 is against each other by transverse ribs 18 the groove surface, which end portions of Are longitudinal ribs 20, which the longitudinal grooves 14 laterally limit.
  • the between two adjacent longitudinal grooves 14th arranged longitudinal rib 22 has two such from each other protruding transverse ribs 18.
  • the longitudinal grooves 14 have a rectangular below the transverse ribs 18 Cross-sectional shape.
  • the groove bottom 24 is flat.
  • the two heads 12 of each carrier 10 are by one Web 26 connected to each other and extend symmetrical on both sides beyond this web 26.
  • the Web 26 and the two associated heads 12 exist together from a single piece of material, preferably made of aluminium. However, other materials are also like for example iron or plastic possible.
  • the width B1 of the outer longitudinal ribs 20 over their Transverse ribs 18 are the same size or only a little less than the height H1 of the side Undercuts and also has the same shape as these undercuts.
  • the height H2 of the heads 12 is dimensioned over its outer longitudinal rib 20 so that a lateral head end with an outer longitudinal rib 20 a similarly designed other I-shaped carrier 10 Can be used transversely in any of the longitudinal grooves and in the undercut 16 of any longitudinal groove 14 according to 1 can be inserted so that the webs 26 of the two Support 10 are perpendicular to each other, the Width B1 of the outer longitudinal rib 20 in the relevant Undercut 16 a mutually holding Forms fit.
  • the web 26 is symmetrical in the middle arranged to the longitudinal grooves 14.
  • the height H2 of the heads 12 over their outer longitudinal ribs 20 measured larger than the groove width B2 at its narrowest Job.
  • the lateral outer edges 30 of the heads 12 are preferably reset, for example flattened or formed round so that the head 12 of a wearer 10 easier in a longitudinal groove 14 and their Undercut 16 of another carrier 10 is used can be, as can be seen from Fig.1.
  • Fig. 1 dimensions are given in millimeters. These dimensions are only examples of a possible embodiment. The invention is not limited to this.
  • Fig. 2 shows a broken building construction several carriers 100, which are of the same design as the two carriers of Fig.1, except that between the two outer longitudinal grooves 14 additionally a central longitudinal groove 32 is formed.
  • This middle one Groove 32 is symmetrical about the web 26 and can be the same or different than the lateral longitudinal grooves 14. For this reason, in 2 provide the parts with the same reference numbers, which correspond to the parts of Fig.1.
  • the building panels 36 have on each other facing grooves 38 and 40, with which the building panels 36 on the heads 12 of the Carrier 100 of Figure 2 (or Carrier 10 of Figure 1) are attachable.
  • the building panels 36 can be rectangular or so narrow be that they can also be called boards.
  • All longitudinal grooves 14 and 32 of the carrier 10 and 100 allow rainwater to be collected and drained and condensation.
  • corners 44 are formed in which is a cavity 46 which for Installation of rainwater drains, domestic water pipes, electrical lines, ventilation lines etc. can be used.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Bridges Or Land Bridges (AREA)
EP99104353A 1998-05-29 1999-03-04 Poutrelle en I pour constructions en bâtiment Withdrawn EP0960985A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19824063A DE19824063A1 (de) 1998-05-29 1998-05-29 I-förmiger Träger für Gebäudekonstruktionen
DE19824063 1998-05-29

Publications (2)

Publication Number Publication Date
EP0960985A2 true EP0960985A2 (fr) 1999-12-01
EP0960985A3 EP0960985A3 (fr) 2000-11-15

Family

ID=7869304

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99104353A Withdrawn EP0960985A3 (fr) 1998-05-29 1999-03-04 Poutrelle en I pour constructions en bâtiment

Country Status (4)

Country Link
EP (1) EP0960985A3 (fr)
JP (1) JPH11351496A (fr)
CA (1) CA2273139A1 (fr)
DE (1) DE19824063A1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1127994A1 (fr) 2000-02-23 2001-08-29 Ernst Koller Profilé à double membrure pour les constructions de bâtiment
EP1164229A1 (fr) 2000-06-16 2001-12-19 Ernst Koller Barre profilée pour construction de bâtiments
DE10055400A1 (de) * 2000-11-09 2002-05-29 Ernst Koller Gebäudeskelett-Profilschiene
WO2010127828A1 (fr) * 2009-05-06 2010-11-11 Baumann/Holding/1886 Gmbh Liaison et colonne de support
CN104565791A (zh) * 2014-12-04 2015-04-29 佛山市三水浩迪亚金属材料有限公司 一种牢靠的型材连接结构

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10526786B2 (en) * 2017-03-23 2020-01-07 Harsoyo Lukito Cross-strut
CN113375037A (zh) * 2020-03-09 2021-09-10 江苏克诺斯精密材料有限公司 一种增强增加承载性塑料隔热挤压型材

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3977149A (en) * 1975-03-28 1976-08-31 The United States Of America As Represented By The Secretary Of The Navy Multipurpose construction panel
US4192119A (en) * 1978-10-02 1980-03-11 E.T.I. Corporation Structural member
WO1990001595A1 (fr) * 1988-08-15 1990-02-22 Nils Nessa Elements autoporteurs interconnectables de coffrage, notamment pour le moulage de parois de batiments, et leur procede d'utilisation
JPH02144438A (ja) * 1988-11-25 1990-06-04 Nagawa:Kk 組立式建築物
DE19636802A1 (de) * 1996-09-11 1998-03-12 Ernst Koller Gebäudeskelett

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3197934A (en) * 1962-04-10 1965-08-03 Clark Equipment Co Joint for metal floor sections and the like
DE4447208C2 (de) * 1994-12-30 1998-07-16 Alfer Aluminium Gmbh Hakenträgersystem
DE19601065A1 (de) * 1996-01-13 1997-07-17 Ernst Koller Skelettgebäude aus Profilstäben

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3977149A (en) * 1975-03-28 1976-08-31 The United States Of America As Represented By The Secretary Of The Navy Multipurpose construction panel
US4192119A (en) * 1978-10-02 1980-03-11 E.T.I. Corporation Structural member
WO1990001595A1 (fr) * 1988-08-15 1990-02-22 Nils Nessa Elements autoporteurs interconnectables de coffrage, notamment pour le moulage de parois de batiments, et leur procede d'utilisation
JPH02144438A (ja) * 1988-11-25 1990-06-04 Nagawa:Kk 組立式建築物
DE19636802A1 (de) * 1996-09-11 1998-03-12 Ernst Koller Gebäudeskelett

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 014, no. 384 (M-1013), 20. August 1990 (1990-08-20) -& JP 02 144438 A (TOHO SHIITOFUREEMU KK), 4. Juni 1990 (1990-06-04) *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1127994A1 (fr) 2000-02-23 2001-08-29 Ernst Koller Profilé à double membrure pour les constructions de bâtiment
EP1164229A1 (fr) 2000-06-16 2001-12-19 Ernst Koller Barre profilée pour construction de bâtiments
DE10055400A1 (de) * 2000-11-09 2002-05-29 Ernst Koller Gebäudeskelett-Profilschiene
WO2010127828A1 (fr) * 2009-05-06 2010-11-11 Baumann/Holding/1886 Gmbh Liaison et colonne de support
CN104565791A (zh) * 2014-12-04 2015-04-29 佛山市三水浩迪亚金属材料有限公司 一种牢靠的型材连接结构
CN104565791B (zh) * 2014-12-04 2017-05-31 佛山市三水和美斯金铝业有限公司 一种牢靠的型材连接结构

Also Published As

Publication number Publication date
CA2273139A1 (fr) 1999-11-29
EP0960985A3 (fr) 2000-11-15
DE19824063A1 (de) 1999-12-02
JPH11351496A (ja) 1999-12-24

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