EP0808960B1 - Cage d'armature préfabriquée - Google Patents

Cage d'armature préfabriquée Download PDF

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Publication number
EP0808960B1
EP0808960B1 EP97810239A EP97810239A EP0808960B1 EP 0808960 B1 EP0808960 B1 EP 0808960B1 EP 97810239 A EP97810239 A EP 97810239A EP 97810239 A EP97810239 A EP 97810239A EP 0808960 B1 EP0808960 B1 EP 0808960B1
Authority
EP
European Patent Office
Prior art keywords
bars
cross
parallel
additional
reinforcing cage
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
EP97810239A
Other languages
German (de)
English (en)
Other versions
EP0808960A1 (fr
Inventor
Gérard Matile
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.)
MATILE, GERARD
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0808960A1 publication Critical patent/EP0808960A1/fr
Application granted granted Critical
Publication of EP0808960B1 publication Critical patent/EP0808960B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0622—Open cages, e.g. connecting stirrup baskets

Definitions

  • reinforcement baskets are often used on the construction site Place of installation by the iron layer mounted with binding baskets. This is extremely labor intensive, but has the advantage that the armouring basket easily matches the respective, building-specific Circumstances can be adjusted. With the multitude of Different applications of reinforcement cages must therefore Prefabricated reinforcement baskets are extremely well thought out, order in spite of their given and hence the use delimiting form to be as versatile as possible.
  • Such reinforcement baskets are from FR-A-2 422 782 or EP-A-0 136 283 known.
  • the legs of the bars bent at right angles are made by tying flat nets to the wall and / or floor-ceiling slab connected.
  • the disadvantage of that solution is before all to be seen in the fact that the iron layer relatively little work is removed.
  • the described reinforcement network offers little Help.
  • the connection of a floor / ceiling slab to a curved one or curved wall was with such reinforcement baskets hardly possible. If you bend the longitudinal rod, the the reinforcement bars bent at right angles to each other connects, this twists. The legs of the right angle bent reinforcing bars are then in all Show directions. As the next step you had to consequently all thighs again by hand align. A labor saving was therefore not achieved.
  • a reinforcing cage is also available Creation of a connection between the reinforcements of a Floor-ceiling tile and a wall made up of a Number of long, parallel, equally spaced, cross bars bent at right angles, their leg ends are connected to each other by a longitudinal bar, as well as at least approximately in the middle between these long ones Cross bars arranged short, bent at right angles Cross bars.
  • the one, short leg of the short cross bars runs in the plane of one of the legs of the long crossbars, while the longer leg of the short cross iron is parallel to the other leg of the longer cross iron is arranged.
  • Such an element is versatile and easy to use the flat nets in the floor-ceiling slabs as well as in the adjoining wall connectable.
  • the element is extraordinary torsion-resistant and is only suitable for connecting the Floor-ceiling tile with a straight wall.
  • a prefabricated armouring basket of the type mentioned above change that in particular to connect between the Reinforcement of a floor slab and a wall under pressure suitable is.
  • a base plate realize that a base plate base protruding to the pressure side having.
  • the prefabricated reinforcement cage according to the invention can be advantageously produce from cross and additional cross bars, all of which have the same diameter. Usually this diameter is 7 mm. In certain cases however, the reinforcement cage also made of cross bars with a diameter of preferably 7 mm and with additional cross bars a diameter of preferably 7.5 mm. This results in an increased iron cross-section per linear meter, although the manufacturing plant will not be converted must be maintained, in particular because of the welding times can.
  • FIG. 1 shows the unbent network for creating the reinforcement cage according to the invention. It consists of a number of parallel crossbars 1 arranged at equal intervals and of equal length, additional crossbars 2 arranged centrally between two adjacent crossbars. 4.5 connected.
  • a first longitudinal rod 4 connects the end ends of all the transverse rods 1 and all the additional transverse rods 2.
  • An additional longitudinal rod 5 runs parallel to the first longitudinal rod 4 at a slight distance from it and in turn connects all the transverse rods 1 and all the additional transverse rods 2.
  • a further longitudinal bar 3 is arranged, which in turn is welded together with all cross bars and all additional cross bars.
  • the entire first reinforcement network N 1 thus consists of n cross bars 1 and n-1 additional cross bars 2 and a total of three longitudinal bars 3, 4, 5.
  • This network N 1 is formed by two bends in the reinforcement cage according to the invention.
  • the first bend takes place along the bending line B 1 , which approximately coincides with the central longitudinal bar 3.
  • This bending line B 1 preferably runs between the two longitudinal bars 3 and 5, but as close as possible to the longitudinal bar 3 arranged approximately centrally with respect to the length of the transverse bars.
  • a second bending line B 2 runs parallel to the first bending line B 1 , the two bending lines running correspondingly by the distance between the outer reinforcement and the inner reinforcement of a wall W.
  • the cross bars 1 are L-shaped and the additional cross bars 2 are U-shaped.
  • the third longitudinal bar 3 lies vertically below the two longitudinal bars 4 and 5, but in the base plate P.
  • the finished bent thus forms Reinforcement basket about an F-shaped structure. It is essential that all longitudinal bars 3, 4, 5 are vertically one above the other in the finished reinforcement cage. These vertical bars arranged one above the other now define a plane, namely the plane of curvature K 1 .
  • the finished reinforcement cage according to the invention can now be laid in the plane of curvature K 1 inwards or outwards. Because, in addition, there is only a single longitudinal bar 3 in the floor-to-ceiling slab P to be created, and this is arranged at the level of the lower reinforcement to be installed in the floor-to-ceiling slab, the reinforcement cage according to the invention can be combined with any other reinforcement network N 2 as desired . This freedom of combination is further increased by attaching the additional longitudinal rod 5, which runs close to the terminally arranged longitudinal rod 4, in such a way that, when the reinforcement cage is bent, it is arranged approximately at the level of the ends of the additional transverse rods 2 bent upwards. As a result, almost any additional reinforcement network N 2 can be inserted into the reinforcement cage of the invention that has already been laid.
  • FIG. 1 Such a combination, also according to the invention, is shown in FIG.
  • the F-shaped reinforcement cage consisting of the cross bars 1, the additional cross bars 2 and the longitudinal bars 3, 4 and 5 is laid so that the parallel legs of the U-shaped bent cross bars 2 project vertically upwards and one for connecting networks to be laid outer and inner reinforcement in the wall W are provided.
  • One leg of the L-shaped crossbars 1 runs at the level of the lower reinforcement to be installed in the floor-ceiling plate P.
  • the reinforcement basket according to the invention is combined here with a second reinforcement basket consisting of the reinforcement network N 2 .
  • This reinforcement network N 2 consists of a plurality of U-shaped brackets with two parallel legs 11, 12 of equal length, which are connected to one another via a vertical connecting section 15.
  • the upper legs 11 of the U-shaped bracket in the installed state are connected to one another via a longitudinal connecting rod 14, while the lower parallel legs 12 in the installed state are connected to one another with a connecting rod 13 running in the longitudinal direction.
  • Both connecting rods 13, 14 are arranged exactly vertically one above the other and together define a second plane of curvature K 2 .
  • This plane of curvature K 2 runs parallel and at a distance from the first plane of curvature K 1 of the reinforcement cage according to the invention.
  • the reinforcing mesh N 2 can thus be adapted to any curvature of the reinforcing cage.
  • the reinforcement net N 2 can easily penetrate the reinforcement basket in the area of the floor-ceiling slab.
  • the floor-ceiling plate P can now be formed with a base S projecting on the pressure-loaded side of the wall W.
  • Such a design has so far not been possible with known prefabricated reinforcement baskets, regardless of whether the pressure-loaded wall W was straight or curved.
  • FIG. 3 shows a variant of the reinforcement cage according to FIGS. 1 and 2.
  • the cross bars 1 and the additional cross bars 2 are no longer of the same length.
  • the elongated cross bars 1 ' protrude from the additional cross bars 2 by a certain distance.
  • These protruding ends of the elongated cross bars 1 ' are connected to one another by a longitudinal bar, the longitudinal bar being cut in each case between two parallel adjacent elongated cross bars 1'.
  • Each elongated crossbar end is provided with a longitudinal bar section 6.
  • These longitudinal rod sections 6 result in improved anchoring in the floor-ceiling plate P. They are also particularly suitable for attaching reinforcement mats for the lower reinforcement in the floor-ceiling plate.
  • the reinforcement cage according to the invention can be used both for curved and straight pressure-loaded walls.
  • Reinforcement nets N 2 which are suitable for forming a base S projecting on the pressure side on the floor-ceiling plate P, can also be attached here.
  • FIGS. 5 and 6 a third embodiment of the reinforcing cage according to the invention is shown in FIGS. 5 and 6, in which case elongated cross bars 1 'are used which project on one side over the additional cross bars 2.
  • the reinforcement cage can be combined with a second reinforcement net N 2 .
  • this connecting network N 2 can be connected to the reinforcing cage according to the invention in such a way that one or more connecting bars 16 extend into the area between the two parallel legs of the U-shaped additional cross bars 2 come to rest. In this way, a base S on the pressurized side of the wall can also be attached to the floor-ceiling plate P above.
  • all cross bars and all additional cross bars will be dimensioned the same. You can preferably go down to a diameter of 7 mm. This allows a greater density of parallel irons compared to known networks. This allows a particularly efficient production compared to known nets, where you used cross bars with a considerably larger cross-section when used in pressure-loaded walls, namely about 12 to 14 mm. Compared to the solution according to the invention, this means a considerably longer welding time.
  • the reinforcement ratio between the outer reinforcement and the inner reinforcement is also optimal in the solution according to the invention.
  • the diameter of the longitudinal bars is selected to be thinner than the diameter of the transverse bars and additional transverse bars, preferably a diameter of approximately 5 mm. This choice is necessary in order to achieve sufficient strength and, on the other hand, usable flexibility in order to adapt the reinforcement cage to the curvature of the wall to be created.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Ropes Or Cables (AREA)
  • Metal Rolling (AREA)

Claims (10)

  1. Panier d'armature préfabriqué, fabriqué à partir d'au moins un treillis (N1) pour établir une liaison entre les armatures d'une plaque de sol (P) et une paroi (W) chargée en pression, comprenant un certain nombre de barres transversales (1, 1') disposées en parallèle à égales distances, qui sont reliées entre elles à une extrémité par une barre longitudinale (4) disposée au moins approximativement en position terminale, et des barres transversales supplémentaires (2) disposées approximativement au centre entre respectivement deux barres transversales (1, 1') voisines et s'étendant parallèlement à celles-ci, qui sont reliées d'un côté à la barre longitudinale (4), et toutes les barres transversales (1, 1') et barres transversales supplémentaires (2) étant pliées autour d'une première ligne de courbure (B1) commune de 90° vers le haut et seules les barres transversales supplémentaires (2) étant pliées de façon espacée parallèlement à la première ligne de courbure (B1) autour d'une deuxième ligne de courbure (B2) en forme de U, caractérisé en ce que toutes les barres transversales (1) et barres transversales supplémentaires (2) disposées à plat dans le côté extérieur de la paroi (W) chargée en pression sont reliées entre elles par au moins une deuxième barre longitudinale (5), de façon parallèle et à proximité relative de la barre longitudinale (4) disposée en position terminale et une autre barre longitudinale (3) est disposée dans la zone proche de la première ligne de courbure (B1), de sorte que toutes les barres longitudinales (3, 4, 5) sont disposées approximativement dans un plan (K1).
  2. Panier d'armature selon la revendication 1, caractérisé en ce que les barres transversales (I') sont prolongées d'un côté sur la longueur des barres transversales supplémentaires (2) et les extrémités prolongées son reliées entre elles par une barre longitudinale supplémentaire en guise de fer de renfort (7).
  3. Panier d'armature préfabriqué selon la revendication 1, caractérisé en ce que la deuxième barre longitudinale (5) s'étend au moins approximativement à la hauteur des extrémités relevées des barres transversales supplémentaires (2).
  4. Panier d'armature préfabriqué selon la revendication 1, caractérisé en ce que celui-ci sert à la création d'une paroi (W) chargée en pression et d'allure courbée avec un socle de plaque de sol (S) dépassant du côté pression et est relié de façon amovible à un deuxième treillis (N2), le deuxième treillis (N2) étant composé uniquement de barres parallèles pliées en U, dont les branches (11, 12) parallèles sont reliées chacune à une barre de liaison (13, 14), les deux barres de liaison (13, 14) étant superposées de façon au moins approximativement verticale (K2) et présentant ainsi le même rayon de courbure dans l'état plié.
  5. Panier d'armature préfabriqué selon la revendication 2, caractérisé en ce que celui-ci sert à la création d'une paroi (W) chargée en pression et d'allure rectiligne avec un socle de plaque de sol(S) dépassant du côté pression et est relié de façon amovible à un deuxième treillis (N2), le deuxième treillis (N2) comprenant uniquement des étriers en forme de U, dont les branches parallèles son reliées entre elles respectivement à plusieurs barres de liaison (16) parallèles.
  6. Panier d'armature préfabriqué selon la revendication 2, caractérisé en ce que la barre longitudinale reliant les extrémités prolongées des barres transversales (1') entre elles est tronçonnée entre respectivement deux barres transversales (1') en sections de barre longitudinale (6).
  7. Panier d'armature préfabriqué selon la revendication 6, caractérisé en ce qu'il sert à créer une paroi (W) chargée en pression et d'allure incurvée avec un socle de plaque de sol (S) dépassant du côté pression et est relié de façon amovible à un deuxième treillis (N2), le deuxième treillis (N2) se composant uniquement de barres parallèles et pliées en U, dont les branches (11, 12) parallèles sont reliées chacune à une barre de liaison (13, 14), les deux barres de liaison (13, 14) étant superposées au moins approximativement de façon verticale (K2) et présentant le même rayon de courbure dans l'état plié.
  8. Panier d'armature préfabriqué selon la revendication 1, caractérisé en ce que toutes les barres transversales (1) et barres transversales supplémentaires (2) présentent le même diamètre.
  9. Panier d'armature préfabriqué selon la revendication 1, caractérisé en ce que les barres transversales (1) et les barres transversales supplémentaires (2) présentent respectivement et de préférence un diamètre de 7 mm et de 8,5 m.
  10. Panier d'armature préfabriqué selon la revendication 1, caractérisé en ce que le diamètre des barres longitudinales (3, 4, 5) a une dimension plus petite que le diamètre des barres transversales et barres transversales supplémentaires (1, 2).
EP97810239A 1996-05-22 1997-04-17 Cage d'armature préfabriquée Expired - Lifetime EP0808960B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CH128996 1996-05-22
CH128996 1996-05-22
CH1289/96 1996-05-22

Publications (2)

Publication Number Publication Date
EP0808960A1 EP0808960A1 (fr) 1997-11-26
EP0808960B1 true EP0808960B1 (fr) 2000-06-28

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ID=4206954

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EP97810239A Expired - Lifetime EP0808960B1 (fr) 1996-05-22 1997-04-17 Cage d'armature préfabriquée

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EP (1) EP0808960B1 (fr)
AT (1) ATE194199T1 (fr)
DE (1) DE59701930D1 (fr)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108972872B (zh) * 2018-07-27 2022-08-23 上海市政工程设计研究总院（集团）有限公司 一种用于桥梁构件的网片化钢筋骨架笼

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH678960A5 (fr) * 1989-10-04 1991-11-29 Davum Sa Crissier
CH685784A5 (de) * 1992-03-03 1995-09-29 Nihat Sazan Armierungskorb.

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EP0808960A1 (fr) 1997-11-26
ATE194199T1 (de) 2000-07-15
DE59701930D1 (de) 2000-08-03

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