DE608535C - Welded truss or welded column for iron building - Google Patents

Welded truss or welded column for iron building

Info

Publication number
DE608535C
DE608535C DEM102259D DEM0102259D DE608535C DE 608535 C DE608535 C DE 608535C DE M102259 D DEM102259 D DE M102259D DE M0102259 D DEM0102259 D DE M0102259D DE 608535 C DE608535 C DE 608535C
Authority
DE
Germany
Prior art keywords
welded
truss
column
iron
belts
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
DEM102259D
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.)
FRITZ MERKEL
Original Assignee
FRITZ MERKEL
Publication date
Priority to DEM102259D priority Critical patent/DE608535C/en
Application granted granted Critical
Publication of DE608535C publication Critical patent/DE608535C/en
Expired legal-status Critical Current

Links

Classifications

    • 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
    • E04C3/08—Joists; 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
    • 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
    • E04C2003/0421—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
    • E04C2003/046—L- or T-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Description

Geschweißter Fachwerkträger oder geschweißte Säule für den Eisenhochbau Durch das Patent 568 319 ist ein geschweißter Fachwerkträger für den Eisenhochbau mit Gurten aus gewalzten [-fötrmigen und in den offenen Seiten der Gurteisen eingeschweißten Füllgliedern geschützt, bei dem die [-fönnigen Eisenstäbe so ineinandergeführt und durch Stirn- und Flankenschweißung an den aneinanderliegenden Steg-und Flanschteilen so miteinander verbunden sind, daß der Kraftlinienfluß in der Achse der Schwerlinie des Stabes auch am Knotenpunkt durch den Anschluß einwandfrei erreicht wird und die sogenannten fliegenden Stege oder fliegenden Flansche vermieden werden.Welded truss or welded column for iron building construction The patent 568 319 is a welded truss for iron building construction with belts made of rolled [-shaped and welded into the open sides of the belt iron Filler links protected, in which the [-fönnigen iron rods so nested and by welding the face and flank on the adjacent web and flange parts are interconnected in such a way that the flux of the lines of force is in the axis of the median line of the rod is also properly reached at the junction through the connection and the so-called flying webs or flying flanges are avoided.

Dieser geschweißte Fachwerkträger wird nach der vorliegenden Erfindung mit geringem Aufwand an Baustoff für höchste Kraftübertragungen und insbesondere zur Aufnahme von großen Lasten befähigt, die den Fachwerkträger zwischen den Knotenpunkten beanspruchen, wie sie beispielsweise bei Laufkränen, Förderbrücken, Sparrendächern u. dgl. auftreten.This welded truss is made in accordance with the present invention with little expenditure of building material for maximum power transmissions and in particular Capable of taking up large loads that support the truss between the nodes claim, as they are, for example, with overhead cranes, conveyor bridges, rafter roofs and the like occur.

Hierzu wird der geschweißte Fachwerkträger gemäß der Erfindung in der Weise ausgebildet, daß die gedrückten oder gedrückten und gezogenen Gurte in einteiligem \ lJl Profil einen angewalzten oder angeschweißten Mittelsteg, also 'F. förmigen Querschnitt, er- halten, der nicht allein in an sich bekannter Weise den Träger in seiner Höhe bedeutend verstärkt, sondern vor allem als vergrößerte Anschlußfläche beim Einschweißen der Füllstäbe ähnlich dem sonst notwendigen Knotenbleche auftritt, weil die Enden der Füllstäbe in der vollen Umgrenzung des Innenprofils der Gurtungen mit ihnen verschweißt werden. Abb. i der Zeichnung zeigt einen Gurt mit angeschweißtem, Abb. 2 einen solchen mit angewalztem Mittelsteg und Abb. 3 in Seitenansicht und im Querschnitt einen Trägerteil.For this purpose, the welded truss according to the invention is designed in such a way that the pressed or pressed and pulled belts in one-piece \ lJl profile a rolled or welded Middle bar, so 'F. shaped cross-section, hold, which not only significantly increases the height of the beam in a known manner, but mainly occurs as an enlarged connection surface when welding the cross bars similar to the otherwise necessary gusset plates, because the ends of the cross bars in the full delimitation of the inner profile of the walings with them be welded. Fig. 1 of the drawing shows a belt with a welded-on, Fig. 2 one with a rolled-on central web and Fig. 3 shows a side view and cross-section of a carrier part.

Je nach der Beanspruchung der Fachwerkträger werden Füllstäbe [-förmigen Querschnittes von der gleichen Breite wie das Innenpröfil der Gurte verwendet, an ihren Enden dem Gurtprofil entsprechend ausgeklinkt und angeschweißt, oder die Füllstäbe werden durch [-förmig verbundene Winkeleisen gebildet, deren einander zugekehrte Schenkel durch dazwischengeschweißte Stäbe aus Blech oder Breiteisen miteinander verbunden sind, in der Weise, daß an den Stabenden sich Zwischenstücke von genügender Breite befinden, um sie in der vollen Umgrenzung des Innenprofils der Gurtungen durch Stirn- und Flankenschweißung einschweißen zu können.Depending on the load on the trusses, cross bars are [-shaped Cross-section of the same width as the inner profile of the belts used their ends are notched and welded according to the belt profile, or the cross bars are formed by [-shaped angle irons connected to each other, their facing Legs with one another by means of sheet metal or wide iron bars welded in between are connected in such a way that spacers of sufficient at the rod ends Width are to be found in the full delimitation of the inner profile of the walings to be able to weld in through front and flank welding.

Gebilde dieser Art lassen sich auch als Gittersäulen verwenden.Structures of this kind can also be used as lattice columns.

Claims (1)

PATENTANSPRUCH: Geschweißter Fachwerkträger oder geschweißte Säule für den Eisenhochbau mit Gurten und Füllgliedern [-förmigen Querschnitts, die durch Flanken- und Stirnschweißung verbunden sind, nach Patent 568 3i9, dadurch gekennzeichnet, daß die gedrückten oder die gedrückten und gezogenen Gurte aus einen -Profil mit angewalztem oder angeschweißtem Mittelsteg bestehen und daß die Enden der Füllstäbe in der vollen Umgrenzung des Innenprofils der Gurtungen mit ihnen verschweißt sind. PATENT CLAIM: Welded lattice girder or welded column for iron building construction with belts and filler members [-shaped cross-section, which are connected by flank and face welding, according to Patent 568 3i9, characterized in that the pressed or the pressed and pulled belts from one -Profile with a rolled or welded center bar and that the ends of the cross bars are welded to them in the full boundary of the inner profile of the walings.
DEM102259D Welded truss or welded column for iron building Expired DE608535C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEM102259D DE608535C (en) Welded truss or welded column for iron building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEM102259D DE608535C (en) Welded truss or welded column for iron building

Publications (1)

Publication Number Publication Date
DE608535C true DE608535C (en) 1935-01-25

Family

ID=7324809

Family Applications (1)

Application Number Title Priority Date Filing Date
DEM102259D Expired DE608535C (en) Welded truss or welded column for iron building

Country Status (1)

Country Link
DE (1) DE608535C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0199395A2 (en) * 1985-04-05 1986-10-29 Antonio Pantalone Structure for metal constructions in general, in particular for trestle-work constructions, accomplished by means of section bars and jointing elements

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0199395A2 (en) * 1985-04-05 1986-10-29 Antonio Pantalone Structure for metal constructions in general, in particular for trestle-work constructions, accomplished by means of section bars and jointing elements
EP0199395A3 (en) * 1985-04-05 1987-08-26 Antonio Pantalone Structure for metal constructions in general, in particular for trestle-work constructions, accomplished by means of section bars and jointing elements

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