EP0495135A1 - Cage à étrier de liaison - Google Patents

Cage à étrier de liaison Download PDF

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Publication number
EP0495135A1
EP0495135A1 EP91100374A EP91100374A EP0495135A1 EP 0495135 A1 EP0495135 A1 EP 0495135A1 EP 91100374 A EP91100374 A EP 91100374A EP 91100374 A EP91100374 A EP 91100374A EP 0495135 A1 EP0495135 A1 EP 0495135A1
Authority
EP
European Patent Office
Prior art keywords
longitudinal
legs
connection bracket
basket according
basket
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.)
Granted
Application number
EP91100374A
Other languages
German (de)
English (en)
Other versions
EP0495135B1 (fr
Inventor
Walter Wüst
Heribert Hiendl
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.)
FISCHER REINACH AG
Original Assignee
FISCHER REINACH AG
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 FISCHER REINACH AG filed Critical FISCHER REINACH AG
Priority to DE59102261T priority Critical patent/DE59102261D1/de
Priority to AT91100374T priority patent/ATE108851T1/de
Priority to EP91100374A priority patent/EP0495135B1/fr
Publication of EP0495135A1 publication Critical patent/EP0495135A1/fr
Application granted granted Critical
Publication of EP0495135B1 publication Critical patent/EP0495135B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing
    • E04G21/125—Reinforcement continuity box
    • 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
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0622—Open cages, e.g. connecting stirrup baskets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups

Definitions

  • connection bracket basket with a plurality of U-shaped bends, two legs and a crossbar, which are arranged at a distance from one another and parallel to one another, and which have a crossbar and which have at least three longitudinal bars which are arranged parallel to one another at a distance in two mutually perpendicular planes are attached to one leg of the bracket and to the crossbars, the other legs remaining free of longitudinal rods.
  • connection bracket basket is described in DE-A-32 10 680.
  • the longitudinal rods are inextricably linked to the U-shaped bent two legs and a crossbar with brackets.
  • the present invention aims to remedy this situation without, however, complicating or making it impossible to package such connecting bow baskets.
  • connection bracket basket fulfilling this task is characterized by the characterizing part of claim 1.
  • bracket 1 shows a section of a building with a plurality of brackets 1 arranged parallel to one another, the legs 2 and 3 of which are connected to one another by transverse webs 4.
  • brackets are by means of longitudinal bars 6, 7 and 8 to a connection bracket basket 10 united, which is placed on a first reinforcing steel net 16 for the purpose of reinforcing a floor 15, wherein a second reinforcing steel net 17 is to be pushed into the position shown in FIG. 2 via the connecting bow baskets 10.
  • this insertion is made impossible by the longitudinal bar 8 arranged on the free ends of the legs 2, so that this must be removed in the sense of FIG. 5 before the second reinforcing steel network 17 can be pushed over the connecting bracket baskets 10 according to FIG. 2.
  • a hanger basket according to FIG. 3 can be used, in which the longitudinal bar 8 is arranged on the one leg of the hanger 1 in the region of the transverse webs 4, which is a small one compared to the embodiment according to FIG. 5 Stability improvement in temple basket stacks brings.
  • This construction then allows the second reinforcing steel net 17 to be pushed into the correct position according to FIGS. 2 and 3 without removing the longitudinal bar 8 via the connecting bow baskets 10, but this at the expense of the transport stability of the bow basket stack goes.
  • FIG. 7 shows a further embodiment, in which the longitudinal bar 9, made of any corresponding material, is attached to the respective legs 2 in an easily detachable manner by means of clips 28.
  • a plug-in profile longitudinal bar 30 is used, which, provided with corresponding openings, can be pushed over the ends of the legs 2 of the brackets 1 and can be removed easily on the construction site.
  • FIGS. 9 and 10 Another construction is shown in FIGS. 9 and 10, in which a plastic longitudinal rod 12 with clamps 13 is used for stability, which clamps clasp the ends of the legs 2, holding the rod 12.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Motor Or Generator Frames (AREA)
  • Centrifugal Separators (AREA)
EP91100374A 1991-01-14 1991-01-14 Cage à étrier de liaison Expired - Lifetime EP0495135B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE59102261T DE59102261D1 (de) 1991-01-14 1991-01-14 Anschluss-Bügelkorb.
AT91100374T ATE108851T1 (de) 1991-01-14 1991-01-14 Anschluss-bügelkorb.
EP91100374A EP0495135B1 (fr) 1991-01-14 1991-01-14 Cage à étrier de liaison

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP91100374A EP0495135B1 (fr) 1991-01-14 1991-01-14 Cage à étrier de liaison

Publications (2)

Publication Number Publication Date
EP0495135A1 true EP0495135A1 (fr) 1992-07-22
EP0495135B1 EP0495135B1 (fr) 1994-07-20

Family

ID=8206294

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91100374A Expired - Lifetime EP0495135B1 (fr) 1991-01-14 1991-01-14 Cage à étrier de liaison

Country Status (3)

Country Link
EP (1) EP0495135B1 (fr)
AT (1) ATE108851T1 (fr)
DE (1) DE59102261D1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001029347A1 (fr) * 1999-10-18 2001-04-26 Peter James Hitchin Patte d'articulation et appareil
AU770061B2 (en) * 1999-10-18 2004-02-12 Peter James Hitchin Rod clip and apparatus
EP2292863A1 (fr) 2009-07-16 2011-03-09 Stahl Gerlafingen AG Cage à étrier de liaison
EP2175079A3 (fr) * 2008-10-10 2012-08-01 Horst Newe Procédé de formation d'une armature d'angle résistante à la flexion pour la construction en béton armé, élément d'armature et armature d'angle résistante à la flexion
WO2013189936A1 (fr) 2012-06-19 2013-12-27 Fischer Rista Ag Armature avec bande d'étanchéité
WO2021089410A1 (fr) * 2019-11-06 2021-05-14 Bam Ag Élément de renforcement

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DD157618A1 (de) * 1981-03-26 1982-11-24 Otto Thiel Bewehrungskorb
DE3210680A1 (de) * 1982-03-23 1983-10-06 Fischer Draht Ag Anschlusskorb zum armieren von eisenbetonkonstruktionen und dessen verwendung
DE8901350U1 (fr) * 1989-02-07 1989-03-23 Hiendl, Heribert, 8440 Straubing, De

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DD157618A1 (de) * 1981-03-26 1982-11-24 Otto Thiel Bewehrungskorb
DE3210680A1 (de) * 1982-03-23 1983-10-06 Fischer Draht Ag Anschlusskorb zum armieren von eisenbetonkonstruktionen und dessen verwendung
DE8901350U1 (fr) * 1989-02-07 1989-03-23 Hiendl, Heribert, 8440 Straubing, De

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001029347A1 (fr) * 1999-10-18 2001-04-26 Peter James Hitchin Patte d'articulation et appareil
AU770061B2 (en) * 1999-10-18 2004-02-12 Peter James Hitchin Rod clip and apparatus
EP2175079A3 (fr) * 2008-10-10 2012-08-01 Horst Newe Procédé de formation d'une armature d'angle résistante à la flexion pour la construction en béton armé, élément d'armature et armature d'angle résistante à la flexion
EP2292863A1 (fr) 2009-07-16 2011-03-09 Stahl Gerlafingen AG Cage à étrier de liaison
WO2013189936A1 (fr) 2012-06-19 2013-12-27 Fischer Rista Ag Armature avec bande d'étanchéité
WO2021089410A1 (fr) * 2019-11-06 2021-05-14 Bam Ag Élément de renforcement

Also Published As

Publication number Publication date
EP0495135B1 (fr) 1994-07-20
ATE108851T1 (de) 1994-08-15
DE59102261D1 (de) 1994-08-25

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