EP0744000A1 - Poutre d'armature en treillis pour parois ou plafonds en materiau coule - Google Patents

Poutre d'armature en treillis pour parois ou plafonds en materiau coule

Info

Publication number
EP0744000A1
EP0744000A1 EP95907501A EP95907501A EP0744000A1 EP 0744000 A1 EP0744000 A1 EP 0744000A1 EP 95907501 A EP95907501 A EP 95907501A EP 95907501 A EP95907501 A EP 95907501A EP 0744000 A1 EP0744000 A1 EP 0744000A1
Authority
EP
European Patent Office
Prior art keywords
longitudinal
sheet
truss
spacers
diagonal bars
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Withdrawn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
EP95907501A
Other languages
German (de)
English (en)
Inventor
Wilhelm Burger
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 EP0744000A1 publication Critical patent/EP0744000A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065—Light-weight girders, e.g. with precast parts

Definitions

  • the invention relates to a truss for the reinforcement of walls or ceilings consisting of casting compounds, consisting of two longitudinal straps and diagonal bars running between them, the diagonal bars being formed by a steel strip which is bent in a zigzag shape and which extends at its bends with the same Sheet steel belts are connected to existing profiled longitudinal belts.
  • the invention has set itself the goal of creating a truss of the type mentioned that is easy to manufacture and still largely rigid.
  • a supporting structure should also be able to be formed from such trusses in a simple manner.
  • the width of the sheet steel strip of the diagonal bars which is also channel-shaped, and the width of the longitudinal straps extend transversely to the longitudinal center plane of the truss and that the steel sheet strip of the diagonal bars has a piece running parallel to the longitudinal straps in the region of the nodes.
  • the sheet steel strip can be obtained by cutting galvanized sheets and then deformed. Since the zinc also has the property of migrating to the cut edges, these cut edges are also protected against corrosion.
  • a structure made of truss girders according to the invention can be formed in a simple manner by spacing the longitudinal belts Have bores and at least two approximately parallel truss girders are connected by spacers also provided with bores by means of connecting elements seated in the bores, the spacers consisting of a galvanized sheet steel strip.
  • connection of the longitudinal belts to the spacers does not need to absorb large forces, it only serves to secure the truss girders inserted into a mold, a casting compound, in particular concrete or lightweight concrete, being subsequently poured into the mold.
  • the connecting members are designed as plastic plugs which have resilient tabs provided with a shoulder which spring into the bores when they are inserted and then spring back. Such plastic plugs only need to be pressed into the holes and then ensure the cohesion of the longitudinal belts with the spacers.
  • the plastic plugs can also be used by a simple measure to achieve a safe embedding of the structure in the casting compound.
  • This simple measure consists in the fact that the plastic plugs protrude beyond the spacers on the side opposite the tab. Therefore, the plastic plugs inevitably maintain a distance between the walls of the mold and the structure.
  • FIG. 1 shows a structure according to the invention made of truss girders and
  • FIG. 2 shows the side view of a truss girder.
  • FIG. 3 shows, on an enlarged scale, a section through the connection point between a longitudinal belt and a spacer.
  • a truss consists of two longitudinal straps 1 and 2 and diagonal bars 3 running between them. Both the longitudinal straps 1 and 2 and the diagonal bars 3 each consist of a galvanized sheet steel strip which is deformed in a channel shape.
  • the diagonal bars 3 are somewhat narrower than the longitudinal belts 1 and 2 and are formed by a continuous sheet steel strip which is connected to the longitudinal belts at the nodes 4 by pressing. The bulges formed during the pressing are denoted by 5 in FIG. 2.
  • the sheet steel strip of the diagonal bars 3 in the area of the nodes 4 has a parallel to the Longitudinal straps 1 and 2 extending piece in which the steel sheet band and the longitudinal straps 1, 2 are pressed together.
  • Truss girder interconnected by spacers 6 are of the same design as the longitudinal belts 1, i.e. they consist of a galvanized sheet steel strip and have the same shape and
  • Spacers 6 are made by means of plastic plugs 7, which have resilient tabs 8.
  • a shoulder 9 is provided in the area of the resilient tabs 8 and a cylindrical part 10 extends opposite the tabs 8 and ends in an all-round shoulder 11. In the area of the flap 8
  • Both the longitudinal belt 1 and the spacer 6 are provided with holes 12 through which the plastic plug 7 is inserted.
  • a kind of snap fastener can also be used to connect the spacers 6 to the longitudinal belts 1, 2.
  • the sheet steel strip can have further, but also other deformations or bends, by means of which the strength can be increased.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Medicines That Contain Protein Lipid Enzymes And Other Medicines (AREA)

Abstract

Une poutre d'armature en treillis pour parois ou plafonds en matériau coulé se compose de deux membrures longitudinales (1, 2) et de barres diagonales (3) intermédiaires constituées d'un ruban d'acier plié en zigzag traversant la poutre en treillis et relié par ses points de pliage aux membrures longitudinales profilées (1, 2) également en ruban d'acier. Pour simplifier la fabrication et assurer une rigidité plus grande, la largeur du ruban d'acier en forme de gouttière utilisé pour les barres diagonales (3) et la largeur des membrures longitudinales (1, 2) s'étendent transversalement par rapport au plan médian longitudinal de la poutre en treillis. Dans la zone des points de raccordement (4), le ruban d'acier constituant les barres diagonales (3) présente une partie parallèle aux membrures longitudinales.
EP95907501A 1994-02-10 1995-02-09 Poutre d'armature en treillis pour parois ou plafonds en materiau coule Withdrawn EP0744000A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT268/94 1994-02-10
AT0026894A AT403602B (de) 1994-02-10 1994-02-10 Fachwerksträger zur bewehrung von aus gussmassen bestehenden wänden oder decken
PCT/AT1995/000028 WO1995021973A1 (fr) 1994-02-10 1995-02-09 Poutre d'armature en treillis pour parois ou plafonds en materiau coule

Publications (1)

Publication Number Publication Date
EP0744000A1 true EP0744000A1 (fr) 1996-11-27

Family

ID=3486026

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95907501A Withdrawn EP0744000A1 (fr) 1994-02-10 1995-02-09 Poutre d'armature en treillis pour parois ou plafonds en materiau coule

Country Status (10)

Country Link
US (1) US5974759A (fr)
EP (1) EP0744000A1 (fr)
JP (1) JPH09508684A (fr)
AT (1) AT403602B (fr)
AU (1) AU1570395A (fr)
CA (1) CA2183105A1 (fr)
DE (1) DE9404142U1 (fr)
IL (1) IL109019A (fr)
RU (1) RU2144120C1 (fr)
WO (1) WO1995021973A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5816440A (en) * 1997-03-01 1998-10-06 Shields; Jack W. Overfolded sterile glove dispensers
CA2271403A1 (fr) * 1999-04-22 2000-10-22 Georges Gosselin Solives boulonnees en metal
US6758022B1 (en) * 1999-08-25 2004-07-06 Mitek Holdings, Inc. Structural framework and webs therefor
FR2814480B1 (fr) * 2000-09-26 2008-10-17 Soc Civ D Brevets Matiere Cage de ferraillage pour un element en beton arme
US6920724B1 (en) 2001-01-04 2005-07-26 Epic Metals Corporation Bracket for a structural panel and a structural panel made with such a bracket
US8959868B2 (en) * 2012-09-17 2015-02-24 Bluescope Buildings North America, Inc. Truss system
US20170073969A1 (en) * 2015-09-16 2017-03-16 Ryan Kriston Systems and methods for bearing a load
US10724563B1 (en) * 2019-04-08 2020-07-28 Reinke Manufacturing Co., Inc. Truss rod coupling device

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR467993A (fr) * 1913-04-09 1914-06-25 Henry Lossier Poutre à membrure auxiliaire amovible
DE331016C (de) * 1919-12-28 1920-12-28 Adlerwerke Kleyer Ag H Rahmenloses Schiebefenster mit Zugscharnier
US1865059A (en) * 1929-07-18 1932-06-28 Budd Edward G Mfg Co Girder construction
US2136071A (en) * 1937-06-14 1938-11-08 Elmer A Braden Metallic truss beam and joint therefor
US2284898A (en) * 1939-11-29 1942-06-02 Rudolph B Hartman Structural system
DE835647C (de) * 1949-12-04 1952-04-03 Herbert Karl Baelz Gittertraeger, insbesondere als Bewehrung im Stahlbetonbau
US2865059A (en) * 1956-04-13 1958-12-23 Douglas J Scriven Metal joist bridging
AT222866B (de) * 1960-08-27 1962-08-10 Bautechnik Anstalt Träger, insbesondere für Bauzwecke
US3122224A (en) * 1961-03-30 1964-02-25 Armco Steel Corp Metallic structural element
FR1370057A (fr) * 1962-07-03 1964-08-21 Rheinbau Gmbh Croisillons pour poutrelles en treillis
DE1659069A1 (de) * 1968-02-21 1970-12-10 Datz Dr Hermann Stahlleicht-Gittertraeger fuer Montagedecken
FR2207543A5 (fr) * 1972-11-20 1974-06-14 Setm Equipements
FR2221604A1 (en) * 1973-03-15 1974-10-11 Ducharme Raymond Metal reinforcing for concrete etc. - has bars braced with V-shaped cross-pieces of continuous metal sheet
FR2265002A1 (en) * 1974-03-21 1975-10-17 Erfi Rapid action fixing element - is plastics or metal plug with slotted insertion end
AT331016B (de) * 1974-05-28 1976-07-26 Katzenberger Helmut Trager
US4739543A (en) * 1987-06-08 1988-04-26 Ford Motor Company Push pin retainer

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9521973A1 *

Also Published As

Publication number Publication date
DE9404142U1 (de) 1994-07-21
US5974759A (en) 1999-11-02
CA2183105A1 (fr) 1995-08-17
AU1570395A (en) 1995-08-29
RU2144120C1 (ru) 2000-01-10
IL109019A (en) 1997-06-10
WO1995021973A1 (fr) 1995-08-17
JPH09508684A (ja) 1997-09-02
IL109019A0 (en) 1994-06-24
ATA26894A (de) 1997-08-15
AT403602B (de) 1998-04-27

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