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DE228816C - - Google Patents

Info

Publication number
DE228816C
DE228816C DE1903228816D DE228816DA DE228816C DE 228816 C DE228816 C DE 228816C DE 1903228816 D DE1903228816 D DE 1903228816D DE 228816D A DE228816D A DE 228816DA DE 228816 C DE228816 C DE 228816C
Authority
DE
Germany
Prior art keywords
shape
reinforced
september
web
component
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
DE1903228816D
Other languages
German (de)
Filing date
Publication of DE228816C publication Critical patent/DE228816C/de
Application filed filed Critical
Priority to AT48584D priority Critical patent/AT48584B/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • 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
    • E04C2003/0413Joists; 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
    • 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
    • E04C2003/043Joists; 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 hollow cross-section comprising at least one enclosed cavity
    • 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
    • E04C2003/0482Z- or S-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Paper (AREA)
  • Treatment Of Fiber Materials (AREA)

Description

KAISERLICHESIMPERIAL

PATENTAMT.PATENT OFFICE.

PATENTSCHRIFTPATENT LETTERING

- M 228816 KLASSE 375. GRUPPE 3.- M 228816 CLASS 375. GROUP 3.

WILHELM LÜBBECKE in STUTTGART. Zug- und Druckstab.WILHELM LÜBBECKE in STUTTGART. Tension and compression rod.

Zusatz zum Patente 206335 vom 24. September 1902.Addendum to patent 206335 of September 24, 1902.

Patentiert im Deutschen Reiche vom 1. April 1903 ab. Längste Dauer: 23. September 1917. Patented in the German Empire on April 1, 1903. Longest duration: September 23, 1917.

Die in der Patentschrift 206335 enthaltene Neuerung, betreffend ein Bauglied für Gurtungen, Streben usw. von Trägern, Pfeilern, Brücken, Gerüsten usw., besteht aus einem einheitlichen U-Stab, bei welchem der Steg der U-Form einen verstärkten Querschnitt besitzt, um eine bessere Aneinanderlage, eine bessere Ausnutzung des Materials, eine geringere Dicke der Serien, geringere Beanspruchung und Länge der zum Aufreihen dienenden Bolzen zu erzielen. Dieses Bauglied kann nun dahin modifiziert werden, daß statt der U-Form mit verstärktem Steg auch eine Z-Form mit verstärktem Steg gewählt wird, wie dies in der beiliegenden Zeichnung (Fig. 2) dargestellt ist. In Fig. ι ist die alte Anordnung dargestellt, und es ist ohne weiteres ersichtlich, daß die vorerwähnten Vorteile bei den Z-Stäben der Fig. 2 eintreten werden.The innovation contained in the patent specification 206335, regarding a component for belts, Struts, etc. of girders, pillars, bridges, scaffolding, etc., consists of a single unit U-bar, in which the web of the U-shape has a reinforced cross-section for better contact with one another, a better one Utilization of the material, a lower thickness of the series, lower stress and length to achieve the bolts used for lining up. This component can now be modified accordingly that instead of the U-shape with a reinforced web also a Z-shape with a reinforced Bridge is chosen, as shown in the accompanying drawing (Fig. 2). In Fig. Ι the old arrangement is shown, and it is readily apparent that the aforementioned Advantages in the Z-bars of Fig. 2 will occur.

Claims (1)

20 Patent-Anspruch: 20 patent claim: Zug- und Druckstab nach Patent 206335, dadurch gekennzeichnet, daß sein Querschnitt Z-förmig ist.Tension and compression rod according to patent 206335, characterized in that its cross-section Is Z-shaped. Hierzu ι Blatt Zeichnungen.For this purpose ι sheet of drawings.
DE1903228816D 1903-03-31 1903-03-31 Expired - Lifetime DE228816C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT48584D AT48584B (en) 1903-03-31 1909-03-29 Tension and compression rod.

Publications (1)

Publication Number Publication Date
DE228816C true DE228816C (en)

Family

ID=489181

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1903228816D Expired - Lifetime DE228816C (en) 1903-03-31 1903-03-31

Country Status (1)

Country Link
DE (1) DE228816C (en)

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