DE1122241B - Hollow bar with a triangular cross-section - Google Patents

Hollow bar with a triangular cross-section

Info

Publication number
DE1122241B
DE1122241B DEV8864A DEV0008864A DE1122241B DE 1122241 B DE1122241 B DE 1122241B DE V8864 A DEV8864 A DE V8864A DE V0008864 A DEV0008864 A DE V0008864A DE 1122241 B DE1122241 B DE 1122241B
Authority
DE
Germany
Prior art keywords
sheet metal
bar according
profile bar
edges
known per
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.)
Pending
Application number
DEV8864A
Other languages
German (de)
Inventor
Dr Carola Malkmus-Doernemann
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.)
MALKMUS DOERNEMANN CAROLA
Original Assignee
MALKMUS DOERNEMANN CAROLA
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 MALKMUS DOERNEMANN CAROLA filed Critical MALKMUS DOERNEMANN CAROLA
Priority to DEV8864A priority Critical patent/DE1122241B/en
Publication of DE1122241B publication Critical patent/DE1122241B/en
Pending 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
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • 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
    • E04C2003/043—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 hollow cross-section comprising at least one enclosed cavity
    • 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
    • E04C2003/0469—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 triangular-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)

Description

Hohlstab mit dreieckigem Querschnitt Es sind Masten bekannt, die aus einem oder mehreren Blechstreifen geformte Hohlstäbe von dreieckigem Querschnitt bilden. Zur Verstärkung sind bei diesen bekannten Hohlstäben an jeder Dreieckseite faltenartige Umbiegungen gebildet. Die Festigkeit solcher aus Blechstreifen geformter Hohlstäbe von dreieckigem Querschnitt zu erhöhen und sie für vielseitige Zwecke als Bauelemente verwendbar zu machen, ist der Zweck der Erfindung. Dieser ist dadurch erreicht, daß der aus einem oder mehreren Blechstreifen geformte Hohlstab von dreieckigem Querschnitt mindestens an einer seiner Längskanten, vorzugsweise an der Verbindungskante der Blechstreifenränder, in an sich bekannter Weise durch Umbiegungen oder Falzungen verstärkt ist.Hollow bar with triangular cross-section There are known masts from one or more sheet metal strips formed hollow rods of triangular cross-section form. For reinforcement, these are known hollow bars on each side of the triangle fold-like bends formed. The strength of those formed from sheet metal strips Increase hollow bars of triangular cross-section and use them for versatile purposes The purpose of the invention is to make it usable as structural elements. This is through it achieved that the hollow rod formed from one or more sheet metal strips of triangular Cross-section at least on one of its longitudinal edges, preferably on the connecting edge the sheet metal strip edges, in a known manner by bending or folding is reinforced.

Infolgedessen liegen die Verstärkungen an einer statisch günstigeren Stelle als bei den obenerwähnten bekannten Masten und es ergeben sich glatte Stabflächen, so daß mehrere Hohlstäbe, z. B. für Türpfosten und -rahmen, dicht aneinandergelegt schräge Fugen zur Frontfläche bilden und sich bündeln lassen. Solche Stäbe eignen sich insbesondere für Zeltgerüste, weil scharfe Kanten, an denen sich die Zeltbahn durchscheuern könnte, vermieden werden können.As a result, the reinforcements are statically more favorable Place than with the above-mentioned known masts and there are smooth rod surfaces, so that several hollow rods, for. B. for door posts and frames, placed close together Form inclined joints to the front surface and allow them to be bundled. Such bars are suitable Particularly suitable for tent frames because of the sharp edges on which the tent sheet is attached chafing through can be avoided.

Weitere Einzelheiten und Vorteile der Erfindung sind hierunter an Hand der Zeichnung beschrieben. Fig. 1 bis 6 zeigen verschiedene Ausführungsbeispiele der Querschnittsgestaltung des neuen Hohlstabes und Fig. 7 und 8 eine Anwendung; Fig.9 zeigt zwei aneinanderliegende Hohlstäbe nach der Erfindung.Further details and advantages of the invention can be found below Hand outlined drawing. FIGS. 1 to 6 show different exemplary embodiments the cross-sectional design of the new hollow rod and FIGS. 7 and 8 an application; 9 shows two adjacent hollow rods according to the invention.

Aus einem Blechstreifen oder aus einem anderen dünnen Material ist erfindungsgemäß ein Hohlstab 1 von dreiecksförmigem Querschnitt geformt, der an einer seiner Längskanten, und zwar, wie Fig. 1 zeigt, an der Verbindungskante der Blechränder 2 und 3, durch Umbiegen dieser Ränder und durch Hinzufügen eines Falzstreifens 4 in an sich bekannter Weise verstärkt ist. According to the invention, a hollow rod 1 of triangular cross-section is formed from a sheet metal strip or from another thin material, which at one of its longitudinal edges, namely, as shown in FIG a folded strip 4 is reinforced in a known manner.

Diese Verstärkung liegt im Vergleich zu den eingangs erwähnten bekannten Hohlstäben von dreieckigem Querschnitt an einer statisch erheblich günstigeren Stelle. Zugleich aber bietet sie eine erwünschte Möglichkeit, mit dem Stab irgendwelche Bauteile in an sich bekannter Weise niet- und schraubenlos durch Keile und/oder Klauen zu verbinden, wie das in den Fig. 7 und 8 für die Befestigung eines Maschendrahtzaunes mittels eines längs des Zaunes laufenden Spannbandes 5 gezeigt ist. Es genügen in diesem Fall einfach ein paar über die Winkelränder der Umbiegungen 2 und 3 gebogene Klauenbügel 6 und 7, in die ein das Band 5 am Hohlstab 1 festklemmender Rundkeil 8 eingetrieben ist.In comparison to the known hollow rods of triangular cross-section mentioned at the beginning, this reinforcement is at a statically considerably more favorable location. At the same time, however, it offers a desirable possibility of connecting any components to the rod in a manner known per se without rivets or screws by means of wedges and / or claws, as is shown in FIGS running strap 5 is shown. In this case, a couple of claw brackets 6 and 7 bent over the angular edges of the bends 2 and 3, into which a round wedge 8 clamping the band 5 on the hollow bar 1, is sufficient.

An Stelle eines winkelförmigen Falzstreifens 4 gemäß Fig. 1 kann man gemäß Fig.2 einen flachen Falzstreifen 11 zur weiteren Verstärkung der entsprechend abgebogenen Blechstreifenränder 9 und 10 verwenden oder man kann ganz ohne Falzstreifen eine Verstärkung aus den Blechstreifenrändern durch entsprechende Umbiegungen 12 oder 14 gemäß den Fig. 3 und 4 bilden. Außer an der Verbindungskante der Blechstreifenränder kann man auch, wofür die Fig. 3 ein Beispiel gibt, an den anderen beiden Stabkanten durch Umbiegungen 15 und 16 Verstärkungen bilden. Auch die Stabflächen lassen sich, wie das an sich bekannt ist, durch Verformungen 17 versteifen (vgl. Fig.4).Instead of an angular Falzstreifens 4 of FIG. 1 can be in accordance with Figure 2 a flat fold strip 11 9 and 10 used for further amplification of the correspondingly bent sheet metal strip edges or one can quite a reinforcement without fold strip from the sheet metal strip edges by respective bends 12 or 14 in accordance with the Figs. 3 and 4 form. In addition to the connection edge of the sheet metal strip edges, it is also possible, for which FIG. 3 gives an example, to form reinforcements on the other two bar edges by means of bends 15 and 16. As is known per se, the rod surfaces can also be stiffened by deformations 17 (see FIG. 4).

Wie die Fig. 5 und 6 erkennen lassen, sind Stahldrähte oder -seile 18 von hoher Festigkeit in entsprechende Einschnürungen der Kanten des Hohlstabes eingefalzt oder mittels der Dreiecksform des Stabquerschnittes entsprechenden Spannblechen oder -körpern 20 in den Stabkanten eingeklemmt. Solche Verstärkungen, wie auch das Einlegen einer Verstärkungseinlage 18 mittels eines Verbindungsstreifens 4a sind an sich bekannt.As can be seen in FIGS. 5 and 6, steel wires or ropes are used 18 of high strength in corresponding constrictions of the edges of the hollow rod folded in or by means of the triangular shape of the rod cross-section corresponding clamping plates or bodies 20 clamped in the rod edges. Such reinforcements, as well as that Insertion of a reinforcement insert 18 by means of a connecting strip 4a known per se.

Die neuen Hohlstäbe 1 können mit ihren glatten Wänden falzartig aneinanderliegende Türpfosten und Tor- oder Türrahmen bilden, wie Fig. 9 andeutet. Sie lassen sich aber auch wiederum mit ihren glatten Wänden aneinanderliegend bündeln zum Zweck der Herstellung von Bauelementen vielfacher Festigkeit. Anstatt durch Ineinanderbiegen (Falzen) lassen sich die Blechstreifenränder 2, 3 bzw. 9, 10 bzw. 11-, 14 an den Kanten des Stabes 1 durch Schweißen miteinander ummittelbar bzw. unter Vermittlung eines Verbindungsstreifens vereinigen und verstärken.The new hollow rods 1 can, with their smooth walls, form door posts and gate or door frames, as shown in FIG. 9. However, they can also be bundled together with their smooth walls for the purpose of producing components with multiple strengths. Instead of bending into one another (folding), the sheet metal strip edges 2, 3 or 9, 10 or 11-, 14 at the edges of the rod 1 can be joined together and reinforced by welding or by means of a connecting strip.

Im Bedarfsfall kann man den Hohlstab 1, wie an sich bekannt ist, mit seine Druck- und Knickfestigkeit erhöhenden Stoffen wie Beton oder mit Stoffen wie Schaumstoff usw., die thermisch isolieren, oder mit Sand, Kies oder Bims füllen, die akustische Schwingungen der Stabwände dämpfen.If necessary, the hollow rod 1, as is known per se, can be filled with materials such as concrete or with materials such as foam, etc., which increase its compressive strength and buckling strength, which thermally insulate, or fill the acoustic vibrations of the rod walls with sand, gravel or pumice dampen.

Claims (5)

PATENTANSPRÜCHE: 1. Aus einem oder mehreren Blechstreifen oder aus Streifen eines anderen dünnen Materials geformter Hohlstab von dreieckigem Querschnitt, dadurch gekennzeichnet, daß er an mindestens einer seiner Längskanten, vorzugsweise an der Verbindungskante der Blechstreifenränder, in an sich bekannter Weise durch Umbiegen oder Falzen verstärkt ist. PATENT CLAIMS: 1. Hollow rod of triangular cross-section formed from one or more sheet metal strips or strips of another thin material, characterized in that it is reinforced in a known manner by bending or folding at least one of its longitudinal edges, preferably at the connecting edge of the sheet metal strip edges is. 2. Profilstab nach Anspruch 1, dadurch gekennzeichnet, daß die Abbiegungen (9,10) der an einer Kante des Stabes zusammenstoßenden Blechstreifenränder einen Winkel von 180° bilden und durch einen flachen Falzverbindungsstreifen (11) zusammengehalten sind. 2. Profile bar according to claim 1, characterized in that the bends (9,10) of the sheet metal strip edges colliding at one edge of the bar form an angle of 180 ° and are held together by a flat folded seam connection strip (11) . 3. Profilstab nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß wenigstens an einer Kante, wie an sich bekannt, eine Verstärkungseinlage, z. B. ein Stahldraht oder -seil (18), hoher Festigkeit eingefalzt oder eingeklemmt ist. 3. Profile bar according to claim 1 or 2, characterized in that at least on one edge, as known per se, a reinforcing insert, for. B. a steel wire or rope (18), high strength is folded or pinched. 4. Profilstab nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß seine Wände durch in an sich bekannter Weise eingepreßte Längsrillen (17) versteift sind. 4. Profile bar according to one of claims 1 to 3, characterized in that its walls are stiffened by longitudinal grooves (17) which are pressed in in a manner known per se. 5. Profilstab nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß sein Hohlraum, wie an sich bekannt, durch einen Stoff, wie Beton, Schaumstoff, losen Sand oder Kies od. dgl., ganz oder teilweise gefüllt ist. In Betracht gezogene Druckschriften: Französische Patentschrift Nr. 1016 206; USA.-Patentschriften Nr. 1096 115, 1702 165, 2 068 022; Mitteilungen der Forschungsgesellschaft für Blechverarbeitung, 17/1952, S. 194.5. Profile bar according to one of claims 1 to 4, characterized in that its cavity, as known per se, is completely or partially filled by a substance such as concrete, foam, loose sand or gravel or the like. Documents considered: French Patent No. 1016 206; U.S. Patent Nos. 1096 115, 1702 165, 2,068,022; Announcements of the Research Society for Sheet Metal Processing, 17/1952, p. 194.
DEV8864A 1955-05-04 1955-05-04 Hollow bar with a triangular cross-section Pending DE1122241B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEV8864A DE1122241B (en) 1955-05-04 1955-05-04 Hollow bar with a triangular cross-section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEV8864A DE1122241B (en) 1955-05-04 1955-05-04 Hollow bar with a triangular cross-section

Publications (1)

Publication Number Publication Date
DE1122241B true DE1122241B (en) 1962-01-18

Family

ID=7572446

Family Applications (1)

Application Number Title Priority Date Filing Date
DEV8864A Pending DE1122241B (en) 1955-05-04 1955-05-04 Hollow bar with a triangular cross-section

Country Status (1)

Country Link
DE (1) DE1122241B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3238272A1 (en) * 1982-10-15 1984-04-19 Salzgitter Ag, 1000 Berlin Und 3320 Salzgitter Domed profile, especially a rolling profile
DE4309752A1 (en) * 1993-03-26 1994-09-29 Ross & Glas Gmbh Metal load-bearing bar for structures

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1096115A (en) * 1912-08-21 1914-05-12 Arthur B Makepeace Post.
US1702165A (en) * 1927-10-17 1929-02-12 Lane Frank Sectional fole
US2068022A (en) * 1932-06-18 1937-01-19 Victor F Hammel Tubular structure
FR1016206A (en) * 1950-04-12 1952-11-05 Montages Et Improvements made to devices such as pylons, in particular for power lines

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1096115A (en) * 1912-08-21 1914-05-12 Arthur B Makepeace Post.
US1702165A (en) * 1927-10-17 1929-02-12 Lane Frank Sectional fole
US2068022A (en) * 1932-06-18 1937-01-19 Victor F Hammel Tubular structure
FR1016206A (en) * 1950-04-12 1952-11-05 Montages Et Improvements made to devices such as pylons, in particular for power lines

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3238272A1 (en) * 1982-10-15 1984-04-19 Salzgitter Ag, 1000 Berlin Und 3320 Salzgitter Domed profile, especially a rolling profile
DE4309752A1 (en) * 1993-03-26 1994-09-29 Ross & Glas Gmbh Metal load-bearing bar for structures

Similar Documents

Publication Publication Date Title
DE7920284U1 (en) BUILT-IN BOARD FOR A CHANNEL INSTALLATION DEVICE
DE202007011725U1 (en) roof hook
DE102015008226A1 (en) Reinforced concrete element with reticulated reinforcing element
DE1122241B (en) Hollow bar with a triangular cross-section
DE2021192A1 (en) Multi-layer concrete slab and process for its manufacture
CH398022A (en) Hollow rod formed from thin-walled material for building structures or the like.
AT56561B (en) Process for the production of rod-shaped, metal-reinforced concrete bodies of any cross-section.
DE1156960B (en) Spatial truss, especially for ribbed concrete ceilings
DE2023363A1 (en) Connection anchor for multi-layer concrete slabs
DE845069C (en) Attachment of reinforced walls to a framework made of cast iron, especially for switch cell walls in electrical switchgear
AT223790B (en) Spatial lattice girder
AT233788B (en) Hollow rod with a triangular cross-section, formed from one or more sheet metal strips or strips of other thin-walled material
DE911329C (en) Truss with reinforced concrete belts
DE714954C (en) Stand for workbenches
DE589487C (en) Reinforced plaster support plate
DE672691C (en) Reinforced concrete skeleton for buildings of all kinds made of hollow reinforced concrete bodies ready for installation
DE1559459A1 (en) Rigid reinforcement element for reinforced concrete components
DE583461C (en) Rod network made up of the same individual rods
AT217682B (en) Cladding with panels generally made of metal
AT246381B (en) Formwork element for the production of clad concrete walls
AT285905B (en) Process for the production of a carrier designed as a spatial grid
AT222865B (en) Carriers, in particular for building purposes
AT162715B (en) Reinforcement element for floors, wall constructions, etc. like
AT21321B (en) Method for tensioning iron inlays encompassing the girder flanges from below in solid ceilings.
DE963963C (en) Swivel joint for vault and frame