EP2175079B1 - 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 - Google Patents

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 Download PDF

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Publication number
EP2175079B1
EP2175079B1 EP09172612.5A EP09172612A EP2175079B1 EP 2175079 B1 EP2175079 B1 EP 2175079B1 EP 09172612 A EP09172612 A EP 09172612A EP 2175079 B1 EP2175079 B1 EP 2175079B1
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EP
European Patent Office
Prior art keywords
reinforcement elements
reinforcement
crossbars
struts
longitudinal struts
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.)
Active
Application number
EP09172612.5A
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German (de)
English (en)
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EP2175079A3 (fr
EP2175079A2 (fr
Inventor
Horst Newe
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Individual
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Individual
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Priority claimed from DE200820013410 external-priority patent/DE202008013410U1/de
Application filed by Individual filed Critical Individual
Publication of EP2175079A2 publication Critical patent/EP2175079A2/fr
Publication of EP2175079A3 publication Critical patent/EP2175079A3/fr
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Publication of EP2175079B1 publication Critical patent/EP2175079B1/fr
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material

Claims (6)

  1. Procédé de formation d'une armature d'angle résistante à la flexion pour construction en béton armé, composé d'au moins deux éléments d'armature en forme de U (5) et de forme plus ou moins identique, qui sont formés par cintrage plus ou moins rectangulaire des extrémités dépassant des traverses longitudinales les plus externes (3), organisées en une grille régulière, d'un élément de grillage (1) présentant nettement plus de barres transversales (3) que de traverses longitudinales (2), où dans un premier temps un premier des éléments d'armature en forme de U (5) est placé avec son extrémité fermée dans le coin d'un raccord d'angle à renforcer, que les extrémités ouvertes de l'U dans le sens de l'autre profil d'une section de paroi ou de plancher (8, 7) à raccorder au jonction en équerre, dans une deuxième étape, le seconde élément d'armature en forme de U (5) est fileté avec ses traverses longitudinales (2) le long des traverses longitudinales (2) du premier élément d'armature en forme de U (5),
    qu'il réside avec son extrémité fermée (6) dans la zone de l'extrémité fermée (6) du premier élément d'armature (5) et tourne avec son extrémité ouverte dans le sens du profil d'une seconde section de paroi ou de plancher (8, 7) à raccorder au joint d'équerre et où, dans un troisième temps les éléments d'armature ainsi imbriqués (5) sont coulés dans du béton ou entouré par d'autres moyens.
  2. Procédé selon la revendication 1, caractérisé en ce que dans la première étape une série d'éléments d'armature en forme de U (5) de forme identique, dans lesquelles sections des traverses longitudinales (2) dépassent des barres transversales les plus externes (3) sont organisées en rangées frontales l'une contre l'autre et sont poussées l'une dans l'autre avec les sections en saillie des traverses longitudinales, pour que les barres transversales les plus externes des premiers éléments d'armature en forme de U voisins adjacents entrent en contact et que par la suite le même nombre de seconds éléments d'armature en forme de U sont enfilés selon la deuxième étape vers la rangée composée des premiers éléments de renfort et analogues aux premiers éléments d'armature sont poussés frontalement les dans les autres.
  3. Procédé selon la revendication 2, caractérisé en ce que dans chaque cas les premiers éléments d'armature en forme de U (5), de préférence de même que les second éléments d'armature (5) sont liés ensemble par ligature des barres transversales la deuxième extrémité adjacentes (3) d'éléments d'armature en forme de U voisins.
  4. Procédé selon l'une des revendications précédentes, caractérisé en ce que les premiers éléments d'armature (5) sont portés sur un socle pour la fixation d'une paroi (8) verticalement avec leur extrémité fermée (6) et les seconds éléments d'armature sont enfilés horizontalement sur les premiers éléments d'armature.
  5. Procédé selon la revendication 4, caractérisé en ce que les seconds éléments d'armature (5) sont guidées avec leur extrémité fermée (6) entre les extrémités parallèles recourbées des barres transversales (3) des premiers éléments d'armature et qu'une bande de jonction (12) est insérée dans un espace intermédiaire entre les extrémités recourbées verticales des barres transversales, orientées à l'opposé de l'extrémité ouverte des seconds éléments d'armature en forme de U, tandis que l'extrémité fermée des seconds éléments de renfort en forme de U.
  6. Procédé selon la revendication 5, caractérisé en ce que la bande de jonction (12) est liée à une partie supérieure des extrémités recourbées verticales adjacentes des barres transversales (3), en particulier ligaturées avec du fil de fer.
EP09172612.5A 2008-10-10 2009-10-09 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 Active EP2175079B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE200820013410 DE202008013410U1 (de) 2008-10-10 2008-10-10 Gitterelement zum Bilden eines Bewehrungselementes
DE102009030198A DE102009030198A1 (de) 2008-10-10 2009-06-23 Verfahren zum Bilden einer biegesteifen Eckbewehrung für den Stahlbetonbau, Bewehrungselement sowie biegesteife Eckbewehrung

Publications (3)

Publication Number Publication Date
EP2175079A2 EP2175079A2 (fr) 2010-04-14
EP2175079A3 EP2175079A3 (fr) 2012-08-01
EP2175079B1 true EP2175079B1 (fr) 2016-08-31

Family

ID=41443886

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09172612.5A Active EP2175079B1 (fr) 2008-10-10 2009-10-09 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

Country Status (4)

Country Link
EP (1) EP2175079B1 (fr)
DE (1) DE102009030198A1 (fr)
DK (1) DK2175079T3 (fr)
PL (1) PL2175079T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021089410A1 (fr) 2019-11-06 2021-05-14 Bam Ag Élément de renforcement

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0495135B1 (fr) * 1991-01-14 1994-07-20 Fischer Reinach Ag Cage à étrier de liaison
AT405663B (de) 1991-03-22 1999-10-25 Wendl Dipl Ing Erwin Verfahren zur herstellung eines streifenförmigen gitterelements
CH697250B1 (de) 2004-12-08 2008-07-31 Debrunner Koenig Man Ag Hohlwand-Bewehrungskorb.
BE1016738A5 (nl) 2005-08-29 2007-05-08 B A Bouwteam Vanhove B V Randwapeningslichaam voor betonconstructie voorzien van een voegband.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021089410A1 (fr) 2019-11-06 2021-05-14 Bam Ag Élément de renforcement

Also Published As

Publication number Publication date
PL2175079T3 (pl) 2017-02-28
EP2175079A3 (fr) 2012-08-01
DK2175079T3 (en) 2016-12-19
EP2175079A2 (fr) 2010-04-14
DE102009030198A1 (de) 2010-05-20

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