DE1994489U - LIGHT STEEL CARRIER. - Google Patents

LIGHT STEEL CARRIER.

Info

Publication number
DE1994489U
DE1994489U DE1968W0042639 DEW0042639U DE1994489U DE 1994489 U DE1994489 U DE 1994489U DE 1968W0042639 DE1968W0042639 DE 1968W0042639 DE W0042639 U DEW0042639 U DE W0042639U DE 1994489 U DE1994489 U DE 1994489U
Authority
DE
Germany
Prior art keywords
light steel
steel carrier
web
carrier
flanges
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
DE1968W0042639
Other languages
German (de)
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.)
Theodor Wuppermann GmbH
Original Assignee
Theodor Wuppermann GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Theodor Wuppermann GmbH filed Critical Theodor Wuppermann GmbH
Priority to DE1968W0042639 priority Critical patent/DE1994489U/en
Publication of DE1994489U publication Critical patent/DE1994489U/en
Priority to FR6921239A priority patent/FR2014618A7/fr
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065Light-weight girders, e.g. with precast parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452H- or I-shaped

Description

THEODOR TCPPERMM. 509 Leverkusen 1, 5. Juli 1968 Gesellschaft mit Akte K 149THEODOR TCPPERMM. 509 Leverkusen 1, July 5, 1968 Society with file K 149

"beschränkter Haftung Dr. Ke/Wa"limited liability Dr. Ke / Wa

StahlleichtträgerLightweight steel beam

Die leuerung "betrifft einen Stahlleichtträger mit zwei ■Flanschen, die durch je eine von einem senkrecht verlaufenden Steg etwa um 90° nach einer Seite abgehende und mit einem im Verhältnis zur Stegstärke großen Krümmungsradius wieder zurücklaufende ATobiegung gebildet sind. The "control" relates to a lightweight steel beam with two ■ Flanges, each through one of a perpendicular The web goes out by about 90 ° to one side and has a large one in relation to the web thickness Radius of curvature again running back ATo bend are formed.

Derartige Stahlleichtträger sind bereits seit langem bekannt,, so "beispielsweise als Deckenträger mit in einem Betonfuß eingebettetem Unter flansch.,Such lightweight steel girders have long been known, for example, as ceiling girders with in a lower flange embedded in a concrete base.,

Gemäß der Neuerung soll in vorteilhafter Weiterentwicklung dieses Trägers sein Steg oder/und seine Flansche in an sich "bekannter" Weise parallel oder schräg zur Trägerachse mehrfach geschlitzt und entsprechend ausgereckt seine ■■■■■·■According to the innovation, in an advantageous further development of this carrier, its web and / or its flanges should be in on "known" way parallel or oblique to the carrier axis slotted several times and stretched out accordingly ■■■■■ · ■

Zur weiteren Erläuterung ist in der 'Zeichnung als Ausführungsbeispiel ein Träger gemäß der leuerung dargestellt, dessen Steg und Plansche parallel zur Trägerachse geschlitzt und ausgereckt sind.For further explanation is in the 'drawing as an embodiment a carrier shown according to the control, the web and planes slotted parallel to the carrier axis and are stretched out.

Claims (1)

Schut zanspr uo3aProtection law uo3a Siahlleichtträger mit zwei Flanschen, die durch je eine von einem senkrecht verlaufenden Steg etwa um 90° nach
einer Seite abgehende und tnlt einem im Verhältnis zur
Stegstärke großen Krümmungsradius wieder zurücklaufende Abbiegung gebildet sind,
Siahl Leichtträger with two flanges, each of which is connected by a perpendicular web by about 90 °
one side outgoing and tnlt one in relation to the
Web thickness large radius of curvature are formed backward bend,
dadurch gekennzeichnet,characterized, daß der Steg oder/und die Plansche in an sich bekannter Weise parallel oder schräg zur Trägerachse mehrfach geschlitzt und entsprechend ausgereckt sind.that the footbridge and / or the paddling in per se known Way parallel or obliquely to the carrier axis are slotted several times and stretched out accordingly.
DE1968W0042639 1968-07-16 1968-07-16 LIGHT STEEL CARRIER. Expired DE1994489U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DE1968W0042639 DE1994489U (en) 1968-07-16 1968-07-16 LIGHT STEEL CARRIER.
FR6921239A FR2014618A7 (en) 1968-07-16 1969-06-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1968W0042639 DE1994489U (en) 1968-07-16 1968-07-16 LIGHT STEEL CARRIER.

Publications (1)

Publication Number Publication Date
DE1994489U true DE1994489U (en) 1968-09-26

Family

ID=7603314

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1968W0042639 Expired DE1994489U (en) 1968-07-16 1968-07-16 LIGHT STEEL CARRIER.

Country Status (2)

Country Link
DE (1) DE1994489U (en)
FR (1) FR2014618A7 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2649147B1 (en) * 1989-06-29 1993-04-23 Perazzi Edgard REINFORCED CONCRETE OF WOOD CONCRETE OF STEEL
ES2074014B1 (en) * 1993-09-08 1998-03-01 Barbosa Emilio Cruz PROCEDURE FOR THE MANIPULATED ELABORATION AND INDUSTRIAL USE OF FLEXIBLE METAL PROFILES.
BE1013858A3 (en) * 2000-11-29 2002-10-01 Goossens Marcel Florentine Luc Construction element comprising mixture of wood particles and cement, useful as beam or pile, contains reinforcing mesh

Also Published As

Publication number Publication date
FR2014618A7 (en) 1970-04-17

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