EP0950780B1 - Device for positioning rebars in a shuttering for the execution of a construction in reinforced concrete - Google Patents

Device for positioning rebars in a shuttering for the execution of a construction in reinforced concrete Download PDF

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Publication number
EP0950780B1
EP0950780B1 EP99420092A EP99420092A EP0950780B1 EP 0950780 B1 EP0950780 B1 EP 0950780B1 EP 99420092 A EP99420092 A EP 99420092A EP 99420092 A EP99420092 A EP 99420092A EP 0950780 B1 EP0950780 B1 EP 0950780B1
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EP
European Patent Office
Prior art keywords
support member
rods
positioning device
sheath
reinforcing rods
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Expired - Lifetime
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EP99420092A
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German (de)
French (fr)
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EP0950780A1 (en
Inventor
Claude Truchon
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Produits Fabriques Normalises Ste
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Produits Fabriques Normalises Ste
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Publication of EP0950780A1 publication Critical patent/EP0950780A1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • E04G21/125Reinforcement continuity box

Definitions

  • the invention relates to a positioning device for reinforcing rods in a formwork for the realization of a reinforced concrete structure, according to the preamble of claim 1.
  • Such a device is known from document DE-A-3 223 200.
  • reinforcing rods generally metallic, a first part of which is trapped in a first mass of concrete as they protrude outside of this mass of concrete, so that another part can be immobilized in a second mass of concrete, especially during the construction of a second adjoining structure. This provision is used in particular for the realization of buildings anti-seismic standards.
  • heat shrink tubing is relatively complex since it is necessary to heat the sheath during the manufacturing of the devices, which induces a cost of relatively high manufacturing.
  • a heat-shrinkable sheath is not very resistant to the point that you cannot exclude displacements of the reinforcing rods relative to the board, these displacements can result in a bad positioning of the reinforcing rods with respect to the mass of concrete. It is necessary to check, during the installation of the board at the time of formwork of the concrete mass, the position of each frame relative to this board. This requires skilled labor and extends the time pose.
  • heat shrink tubing is generally made from polyethylene which is not treated against ultraviolet, so they tend to fall apart after a relatively long exposure outside, this which can occur during storage, but also when the board remains on hold for several years on a building already constructed.
  • the invention relates to a device for positioning of reinforcing rods in a formwork for the realization of a reinforced concrete structure, this device comprising a support capable of immobilizing the rods in a position such that a part of these rods extends towards the outside of the device from one side of the support, this support and these rods being surrounded by a position holding sheath relative, characterized in that the sheath is formed by winding of stretch film around the support and in that minus a tear strip extends on an outer face of the film, on the side of the support face from which extend the rods outward.
  • a rolled up stretch film for manufacturing the sheath solves the problems mentioned above by reference to a heat-shrinkable sheath because a stretch film is denser than a thermoformed sheath while it is more quicker and easier to set up.
  • a stretch film can be wrapped around the support on several thicknesses, which gives it excellent properties of maintenance.
  • a reinforcing rod is introduced under the holding sheath formed by the stretch film by crossing, this one is torn on a small part, but remains effective over most of its length because it is made up of several thicknesses. This is an advantage substantial compared to thermoformed sheaths which, when are pierced for the introduction of the rods of frames, tend to tear at the holes thus realized.
  • the tear strip is arranged so that it does not do not cover the parts of the reinforcing rods arranged at the surface or in the support.
  • This aspect of the invention guarantees no interference occurs between the tear strip and the reinforcing rods which therefore do not hinder the extraction of the tear strip and sheath.
  • the rods have an overall U shape while the tear strip is disposed between the branches of these rods, in a direction generally parallel to these branches.
  • the strip tear is placed around the support, overflowing on a face of the support opposite to the face from which extend the rods.
  • This aspect of the invention allows a mason catching both ends of the tear strip which protrude outside the mass of concrete already formed to exert a tensile force on the tear strip.
  • the strip door on its face in contact with the sheath, a adhesive coating.
  • This aspect of the invention guarantees a effective positioning of the tear tape relative to to the sheath during storage and installation of the device.
  • the stretch film bears, on its side facing the support, an adhesive coating, which contributes to better immobilization compared to this support and, consequently, better maintenance of reinforcing rods.
  • the stretch film can be made in polyethylene or polyvinyl chloride treated anti UV, this which gives it excellent stability over time.
  • a winder 1 is used to arrange a stretch film 2 around a board 3 provided with two grooves 4 and 5.
  • This winder is a classic material including the operation is very well controlled, so that it can work at a very high rate with satisfactory quality.
  • the advance of the board 3 in the winder 1 is adjusted by so that the stretch film 2 is wound on several thicknesses around the board 3.
  • a rod of folded U-shaped metal frame 10 includes two branches 11 and 12 parallel to each other and overall perpendicular to a U-shaped part 13.
  • the formwork 11 and 12 are scheduled to be received respectively within grooves 4 and 5 of plate 3.
  • a strip 20 of reinforced adhesive tape is stuck on the film stretchable 2, along the length of the board 3, between the grooves 4 and 5.
  • the band 20 extends protruding from the face 3 a of the board 3 in which are provided the grooves 4 and 5 around a side 3b of the plate 3 perpendicular to the face 3a, so that its end 20 may be folded in the direction of the arrow F in Figure 2 of a portion of the film 2 disposed on one side 3c of the board 3 opposite to the face 3 a.
  • the arrangement of the strip 20 is similar to the other end of the board 3 which is not shown.
  • the strip 20 is reinforced, in its area 20 b of covering on the 3 b side, with fibers, for example organic fibers. It can also be provided that the strip 20 is homogeneous, that is to say comprises reinforcing fibers over its entire length.
  • the rod 10 is placed on the board 3 by making in the film 2 two orifices 14 and 15 arranged respectively above grooves 4 and 5.
  • the rebar 10 move of rotation represented by the arrow R in FIG. 2, of so as to penetrate all of the branches 11 and 12 into the grooves 4 and 5 through the orifices 14 and 15.
  • reinforcements 10 may be disposed on the board's length 3 so as to obtain the configuration that is shown in Figure 3, wherein the portions 13 of the rods 10 extend generally perpendicular to the face 3 a of the board 3
  • the stretch film placed around the board 3 and the branches 11 and 12 of the rods 10 thus constitutes a sheath 25 for holding these rods relative to the board 3.
  • the strip 20 is arranged between the branches 11 and 12 of the reinforcing rods 10 by being parallel to these branches, that is to say parallel to the largest axis XX 'of plate 3.
  • the device of the invention can be incorporated into a concrete mass 30 in which the parts 13 of the reinforcing rods 10 which it comprises are trapped.
  • the concrete mass 30 has been thoroughly offrée, the face 3c of the board 3 is exposed, through the sheath 25 which is advantageously transparent.
  • the ends 20a of the strip 20, which are readily identifiable because they have a different texture of the film 2, are visible on this side 3 c.
  • the sheath 25 is sliced over the entire height of the board 3, so that the film 2 can be spread on either side of the plate 3. the ends 20 a of the strip 20 have been previously discarded, as shown in Figure 5.
  • a mason can then easily extract the board 3 from the housing 30 a .
  • a mason can also extract the board 3 from the housing 30 a by inserting between the latter and one of the faces of the housing 30 has a lever formed, for example, by the tip of a tool.
  • the ends 20 a of the strip 20 can be pulled, as shown by the tensile force T 'at la. Figure 6, so that the entire film 2 is detached from the bottom and sides of the housing 30 a , which allows it to be removed in a particularly simple operation, as shown in Figure 7.
  • the tear tape 20 which is arranged behind the remainder of the sheath 25 formed by the plastic film 2 in the position of FIG. 7, makes it possible to exert on this remainder a tearing or tensile force T 'distributed homogeneously over the entire height of this movie.
  • the band 20 can be used whatever the material constituting the sheath 25 and, in particular, with a sheath heat-shrinkable.
  • stretch film 2 is particularly advantageous and it can be expected that this stretch film has an adhesive coating on its intended side to form the inner surface of the sheath 25, that is to say on its side facing the plate 3 and the branches 11 and 12 of the rods 10, which further improves the retention of the rods in position.
  • Film 2 can be made of polyethylene with a anti-UV treatment, or polyvinyl chloride (PVC) with the same type of treatment which includes the addition of an additive specific to the masterbatch of the plastic to be formed.
  • the invention has been represented with a support formed by a wooden board, of course any other material can be used for support, in particular a metal, a plastic material or a composite resin.
  • rods can be made made of metal, for example steel, or any other material approved to constitute the reinforcement of a concrete mass.
  • tear strips can, the if necessary, be placed on the retaining sheath. In this case, we can predict that they are parallel to each other compared to others or, on the contrary, secant.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The device comprises a support (3) to fix the rods (10) in the required position, projecting from one of the support's faces. The support and rods are held together by a sleeve (25) of stretch plastic wrapped round the support and having a tear-off strip (20) along one face, passing between the U-shaped projections of the reinforcing rods. POLYMER -

Description

L'invention a trait à un dispositif de positionnement de tiges d'armature dans un coffrage pour la réalisation d'un ouvrage en béton armé, selon le préambule de la revendication 1.The invention relates to a positioning device for reinforcing rods in a formwork for the realization of a reinforced concrete structure, according to the preamble of claim 1.

Un tel dispositif est connu du document DE-A-3 223 200.Such a device is known from document DE-A-3 223 200.

Lors de la réalisation d'un ouvrage en béton armé, il est connu de disposer des tiges d'armature, généralement métalliques, dont une première partie est prisonnière d'une première masse de béton alors qu'elles dépassent à l'extérieur de cette masse de béton, de telle sorte qu'une autre partie peut être immobilisée dans une seconde masse de béton, notamment lors de la construction d'un second ouvrage contigu. Cette disposition est utilisée en particulier pour la réalisation de bâtiments aux normes anti-sismiques.When making a reinforced concrete structure, it is known to have reinforcing rods, generally metallic, a first part of which is trapped in a first mass of concrete as they protrude outside of this mass of concrete, so that another part can be immobilized in a second mass of concrete, especially during the construction of a second adjoining structure. This provision is used in particular for the realization of buildings anti-seismic standards.

Il convient de protéger les extrémités des tiges d'armature qui dépassent à l'extérieur de la première masse de béton afin de diminuer les risques d'accident ou de détérioration de ces tiges, par oxydation du fait des intempéries, et pour des raisons esthétiques. Pour ce faire, il est connu, par exemple de DE-A-32 23 200, de disposer des tiges d'armature coudées en forme de U qui s'étendent à partir d'une face d'une planche formant support, de façon à pénétrer dans une masse de béton en cours de prise dont la planche constitue une partie du coffrage. Pour immobiliser les armatures par rapport à la planche, DE-A-32 23 200, ainsi que FR-A-2 732 994, enseignent d'utiliser une gaine thermo-rétractable qui entoure à la fois la planche et une partie des armatures. L'utilisation de gaines thermo-rétractables est relativement complexe puisqu'il est nécessaire de chauffer la gaine lors de la fabrication des dispositifs, ce qui induit un coût de fabrication relativement élevé. En outre, une gaine thermo-rétractable n'est pas très résistante au point qu'on ne peut exclure des déplacements des tiges d'armature par rapport à la planche, ces déplacements pouvant résulter dans un mauvais positionnement des tiges d'armature par rapport à la masse de béton. Il est nécessaire de vérifier, lors de la mise en place de la planche au moment du coffrage de la masse du béton, la position de chaque armature par rapport à cette planche. Ceci requiert une main d'oeuvre qualifiée et rallonge le temps de pose. Enfin, les gaines thermo-rétractables sont généralement réalisées à base de polyéthylène qui n'est pas traité contre les ultra-violets, de sorte qu'elles ont tendance à se désagréger après une exposition relativement longue à l'extérieur, ce qui peut se produire lors du stockage, mais également lorsque la planche reste en attente pendant plusieurs années sur un bâtiment déjà construit.Protect the ends of the reinforcing rods protruding outside the first mass of concrete in order to reduce the risk of accident or deterioration of these rods, by oxidation due to bad weather, and for aesthetic reasons. To do this, it is known, for example from DE-A-32 23 200, to have bent reinforcing rods in U shape extending from one side of a board forming a support, so as to penetrate into a mass of concrete in setting course, the board of which forms part of the formwork. To immobilize the reinforcements in relation to the board, DE-A-32 23 200, as well as FR-A-2 732 994, teach to use a heat-shrinkable sheath which surrounds both the board and part of the reinforcements. The use of heat shrink tubing is relatively complex since it is necessary to heat the sheath during the manufacturing of the devices, which induces a cost of relatively high manufacturing. In addition, a heat-shrinkable sheath is not very resistant to the point that you cannot exclude displacements of the reinforcing rods relative to the board, these displacements can result in a bad positioning of the reinforcing rods with respect to the mass of concrete. It is necessary to check, during the installation of the board at the time of formwork of the concrete mass, the position of each frame relative to this board. This requires skilled labor and extends the time pose. Finally, heat shrink tubing is generally made from polyethylene which is not treated against ultraviolet, so they tend to fall apart after a relatively long exposure outside, this which can occur during storage, but also when the board remains on hold for several years on a building already constructed.

Enfin, lorsqu'il est nécessaire d'utiliser les armatures pour le raccordement à une seconde masse de béton, il convient de retirer la planche et les reliquats de la gaine thermo-rétractable afin de permettre un accrochage intime entre les deux masses de béton. Les documents DE-A-4 005 852 et EP-A-0 119 940 montrent des dispositifs de positionnement de tiges d'armature dont le support est pourvu de bandes d'arrachement facilitant son extraction. Dans les dispositifs dépourvus de bande d'arrachement, un opérateur doit tirer sur tous les morceaux de gaine qui ont tendance à se désagréger ou à rester coincés dans les interstices de la masse de béton déjà formée, de sorte qu'il reste généralement quelques morceaux de gaine entre les deux masses de béton. Cette opération de ramassage des morceaux de gaine est fastidieuse et il arrive qu'elle ne soit pas réalisée avec le plus grand soin. Il en résulte une jointure non efficace entre les deux masses de béton.Finally, when it is necessary to use the reinforcements for connection to a second mass of concrete, it remove the board and the remainders from the sheath heat-shrinkable to allow an intimate attachment between the two concrete masses. Documents DE-A-4 005 852 and EP-A-0 119 940 show devices for positioning reinforcing rods, the support of which is provided with tear strips facilitating its extraction. In devices without a tear strip, a operator must pull on all the pieces of sheath that have tendency to fall apart or get stuck in the gaps of the concrete mass already formed, so that there remains usually a few pieces of sheath between the two masses of concrete. This operation of collecting pieces of sheath is tedious and sometimes it is not done with the greatest care. This results in an ineffective join between the two concrete masses.

C'est à ces inconvénients qu'entend plus particulièrement remédier l'invention.It is to these disadvantages that we hear more particularly remedy the invention.

Dans cet esprit, l'invention concerne un dispositif de positionnement de tiges d'armature dans un coffrage pour la réalisation d'un ouvrage en béton armé, ce dispositif comprenant un support apte à immobiliser les tiges dans une position telle qu'une partie de ces tiges s'étend vers l'extérieur du dispositif à partir d'une face du support, ce support et ces tiges étant entourés par une gaine de maintien en position relative, caractérisé en ce que la gaine est formée par enroulement d'un film étirable autour du support et en ce qu'au moins une bande d'arrachement s'étend sur une face extérieure du film, du côté de la face du support à partir de laquelle s'étendent les tiges vers l'extérieur. In this spirit, the invention relates to a device for positioning of reinforcing rods in a formwork for the realization of a reinforced concrete structure, this device comprising a support capable of immobilizing the rods in a position such that a part of these rods extends towards the outside of the device from one side of the support, this support and these rods being surrounded by a position holding sheath relative, characterized in that the sheath is formed by winding of stretch film around the support and in that minus a tear strip extends on an outer face of the film, on the side of the support face from which extend the rods outward.

L'utilisation d'un film étirable enroulé pour fabriquer la gaine résoud les problèmes évoqués ci-dessus en référence à une gaine thermo-rétractable car un film étirable est plus dense qu'une gaine thermoformée alors qu'il est plus rapide et plus facile à mettre en place. En particulier, un film étirable peut être enroulé autour du support sur plusieurs épaisseurs, ce qui lui confère d'excellentes propriétés de maintien. En effet, lorsque une tige d'armature est introduite sous la gaine de maintien formée par le film étirable en le traversant, celui-ci est déchiré sur une petite partie, mais demeure efficace sur la plus grande partie de sa longueur car il est formé de plusieurs épaisseurs. Ceci est un avantagé substantiel par rapport aux gaines thermoformées qui, lorsqu'elles sont transpercées pour l'introduction des tiges d'armatures, ont tendance à se déchirer au niveau des percements ainsi réalisés.The use of a rolled up stretch film for manufacturing the sheath solves the problems mentioned above by reference to a heat-shrinkable sheath because a stretch film is denser than a thermoformed sheath while it is more quicker and easier to set up. In particular, a stretch film can be wrapped around the support on several thicknesses, which gives it excellent properties of maintenance. Indeed, when a reinforcing rod is introduced under the holding sheath formed by the stretch film by crossing, this one is torn on a small part, but remains effective over most of its length because it is made up of several thicknesses. This is an advantage substantial compared to thermoformed sheaths which, when are pierced for the introduction of the rods of frames, tend to tear at the holes thus realized.

Par ailleurs, grâce à la bande d'arrachement disposée entre la gaine et la masse de béton, il est possible, après avoir retiré le support, d'exercer sur la bande d'arrachement un effort de traction induisant un décollement de la gaine complète par rapport à la masse de béton. Ceci permet donc, par une opération simple, de récupérer la totalité d'une gaine de maintien, ce qui facilite grandement le travail d'un maçon.Furthermore, thanks to the tear-off strip arranged between the sheath and the concrete mass, it is possible, after having removed the backing, to exercise on the tape tearing off a tensile force inducing detachment of the complete sheath relative to the mass of concrete. This therefore allows, by a simple operation, to recover all a support sheath, which greatly facilitates the work of a mason.

Selon un premier aspect avantageux de l'invention, la bande d'arrachement est disposée de telle sorte qu'elle ne recouvre pas les parties des tiges d'armature disposées à la surface ou dans le support. Cet aspect de l'invention garantit qu'aucune interférence n'a lieu entre la bande d'arrachement et les tiges d'armature qui ne gênent donc pas l'extraction de la bande d'arrachement et de la gaine. Dans ce cas, on peut prévoir que les tiges ont une forme globale en U alors que la bande d'arrachement est disposée entre les branches de ces tiges, selon une direction globalement parallèle à ces branches.According to a first advantageous aspect of the invention, the tear strip is arranged so that it does not do not cover the parts of the reinforcing rods arranged at the surface or in the support. This aspect of the invention guarantees no interference occurs between the tear strip and the reinforcing rods which therefore do not hinder the extraction of the tear strip and sheath. In this case, we can provide that the rods have an overall U shape while the tear strip is disposed between the branches of these rods, in a direction generally parallel to these branches.

Selon un autre aspect avantageux de l'invention, la bande d'arrachement est placée autour du support, en débordement sur une face du support opposée à la face à partir de laquelle s'étendent les tiges. Cet aspect de l'invention permet à un maçon d'attraper les deux extrémités de la bande d'arrachement qui dépassent à l'extérieur de la masse de béton déjà formée pour exercer un effort de traction sur la bande d'arrachement. Dans ce cas, on peut prévoir que la bande d'arrachement est renforcée, au moins dans une zone de recouvrement d'un côté du support.According to another advantageous aspect of the invention, the strip tear is placed around the support, overflowing on a face of the support opposite to the face from which extend the rods. This aspect of the invention allows a mason catching both ends of the tear strip which protrude outside the mass of concrete already formed to exert a tensile force on the tear strip. In this case, provision can be made for the tear strip to be reinforced, at least in an overlap area on one side of the support.

Selon un autre aspect avantageux de l'invention, la bande d'arrachement porte, sur sa face en contact avec la gaine, un revêtement adhésif. Cet aspect de l'invention garantit un positionnement effectif de la bande d'arrachement par rapport à la gaine pendant le stockage et la mise en place du dispositif.According to another advantageous aspect of the invention, the strip door, on its face in contact with the sheath, a adhesive coating. This aspect of the invention guarantees a effective positioning of the tear tape relative to to the sheath during storage and installation of the device.

On peut, en outre, prévoir que le film étirable porte, sur sa face orientée vers le support, un revêtement adhésif, ce qui contribue à une meilleure immobilisation par rapport à ce support et, par voie de conséquence, à un meilleur maintien des tiges d'armature. Le film étirable peut être réalisé en polyéthylène ou en polychlorure de vinyle traité anti UV, ce qui lui confère une excellente stabilité dans le temps.It is further possible to provide that the stretch film bears, on its side facing the support, an adhesive coating, which contributes to better immobilization compared to this support and, consequently, better maintenance of reinforcing rods. The stretch film can be made in polyethylene or polyvinyl chloride treated anti UV, this which gives it excellent stability over time.

L'invention sera mieux comprise et d'autres avantages de celle-ci apparaítront plus clairement à la lumière de la description qui va suivre d'un mode de réalisation d'un dispositif de positionnement de tiges d'armature conforme à son principe, de son procédé de fabrication et de sa méthode d'utilisation, donnée uniquement à titre d'exemple et faite en référence aux dessins annexés dans lesquels :

  • la figure 1 est une représentation schématique en perspective d'un dispositif conforme à l'invention, lors d'une première étape de fabrication ;
  • la figure 2 est une représentation schématique de principe d'une seconde étape de fabrication du dispositif de la figure 1 ;
  • la figure 3 est une représentation schématique de principe d'un dispositif conforme à l'invention au terme de sa fabrication ;
  • la figure 4 est une vue en perspective de principe du dispositif de la figure 3 lors d'une première étape d'utilisation et
  • les figures 5 à 7 sont des vues analogues à la figure 4 pour des étapes d'utilisation ultérieures.
The invention will be better understood and other advantages thereof will appear more clearly in the light of the following description of an embodiment of a device for positioning reinforcing rods in accordance with its principle, its manufacturing process and its method of use, given solely by way of example and with reference to the appended drawings in which:
  • Figure 1 is a schematic perspective representation of a device according to the invention, during a first manufacturing step;
  • Figure 2 is a schematic representation of the principle of a second manufacturing step of the device of Figure 1;
  • Figure 3 is a schematic representation of the principle of a device according to the invention at the end of its manufacture;
  • FIG. 4 is a perspective view in principle of the device of FIG. 3 during a first step of use and
  • Figures 5 to 7 are views similar to Figure 4 for subsequent stages of use.

A la figure 1, une bobineuse 1 est utilisée pour disposer un film étirable 2 autour d'une planche 3 pourvue de deux gorges 4 et 5. Cette bobineuse est un matériel classique dont le fonctionnement est très bien maítrisé, de sorte qu'elle peut travailler à très grande cadence avec une qualité satisfaisante. L'avance de la planche 3 dans la bobineuse 1 est réglée de telle sorte que le film étirable 2 est enroulé sur plusieurs épaisseurs autour de la planche 3.In FIG. 1, a winder 1 is used to arrange a stretch film 2 around a board 3 provided with two grooves 4 and 5. This winder is a classic material including the operation is very well controlled, so that it can work at a very high rate with satisfactory quality. The advance of the board 3 in the winder 1 is adjusted by so that the stretch film 2 is wound on several thicknesses around the board 3.

Comme il ressort plus clairement de la figure 2, une tige d'armature métallique 10 en forme de U plié comprend deux branches 11 et 12 parallèles entre elles et globalement perpendiculaires à une partie 13 en forme de U. Les banches 11 et 12 sont prévues pour être reçues respectivement dans les gorges 4 et 5 de la planche 3.As can be seen more clearly from FIG. 2, a rod of folded U-shaped metal frame 10 includes two branches 11 and 12 parallel to each other and overall perpendicular to a U-shaped part 13. The formwork 11 and 12 are scheduled to be received respectively within grooves 4 and 5 of plate 3.

Avant la mise en place de la tige 10 sur la planche 3, une bande 20 de ruban adhésif renforcé est collée sur le film étirable 2, sur la longueur de la planche 3, entre les gorges 4 et 5.Before the establishment of the rod 10 on the board 3, a strip 20 of reinforced adhesive tape is stuck on the film stretchable 2, along the length of the board 3, between the grooves 4 and 5.

On note que la bande 20 s'étend en débordement de la face 3a de la planche 3 dans laquelle sont ménagées les gorges 4 et 5 autour d'un côté 3b de la planche 3 perpendiculaire à la face 3a, de telle sorte que son extrémité 20a peut être rabattue selon la direction de la flèche F à la figure 2 sur une partie du film 2 disposée sur une face 3c de la planche 3 opposée à la face 3a. La disposition de la bande 20 est analogue à l'autre extrémité de la planche 3 qui n'est pas représentée.It is noted that the band 20 extends protruding from the face 3 a of the board 3 in which are provided the grooves 4 and 5 around a side 3b of the plate 3 perpendicular to the face 3a, so that its end 20 may be folded in the direction of the arrow F in Figure 2 of a portion of the film 2 disposed on one side 3c of the board 3 opposite to the face 3 a. The arrangement of the strip 20 is similar to the other end of the board 3 which is not shown.

Compte tenu du faible rayon de courbure imposé à la bande 20 au niveau des arêtes entre le côté 3b et les faces 3a et 3c de la planche 3, on peut prévoir que la bande 20 est renforcée, dans sa zone 20b de recouvrement du côté 3b, par des fibres, par exemple organiques. On peut également prévoir que la bande 20 est homogène, c'est-à-dire comprend des fibres de renfort sur toute sa longueur.Given the small radius of curvature imposed on the strip 20 at the edges between the side 3 b and the faces 3 a and 3 c of the board 3, it can be provided that the strip 20 is reinforced, in its area 20 b of covering on the 3 b side, with fibers, for example organic fibers. It can also be provided that the strip 20 is homogeneous, that is to say comprises reinforcing fibers over its entire length.

La tige 10 est mise en place sur la planche 3 en réalisant dans le film 2 deux orifices 14 et 15 disposés respectivement au-dessus des gorges 4 et 5. Lorsque les extrémités libres des branches 11 et 12 ont pénétré dans les gorges 4 et 5, il est possible de faire effectuer à la tige d'armature 10 un mouvement de rotation, représenté par la flèche R à la figure 2, de façon à faire pénétrer la totalité des branches 11 et 12 dans les gorges 4 et 5 à travers les orifices 14 et 15.The rod 10 is placed on the board 3 by making in the film 2 two orifices 14 and 15 arranged respectively above grooves 4 and 5. When the free ends of branches 11 and 12 have entered gorges 4 and 5, it is possible to make the rebar 10 move of rotation, represented by the arrow R in FIG. 2, of so as to penetrate all of the branches 11 and 12 into the grooves 4 and 5 through the orifices 14 and 15.

Plusieurs armatures 10 peuvent être disposées sur la longueur de la planche 3 de façon à obtenir la configuration qui apparaít à la figure 3, dans laquelle les parties 13 des tiges 10 s'étendent de façon globalement perpendiculaire à la face 3a de la planche 3. Le film étirable disposé autour de la planche 3 et des branches 11 et 12 des tiges 10 constitue ainsi une gaine 25 de maintien de ces tiges par rapport à la planche 3.Several reinforcements 10 may be disposed on the board's length 3 so as to obtain the configuration that is shown in Figure 3, wherein the portions 13 of the rods 10 extend generally perpendicular to the face 3 a of the board 3 The stretch film placed around the board 3 and the branches 11 and 12 of the rods 10 thus constitutes a sheath 25 for holding these rods relative to the board 3.

Dans la disposition de la figure 3, on note que la bande 20 est disposée entre les branches 11 et 12 des tiges d'armature 10 en étant parallèle à ces branches, c'est-à-dire parallèle au plus grand axe XX' de la planche 3.In the arrangement of Figure 3, we note that the strip 20 is arranged between the branches 11 and 12 of the reinforcing rods 10 by being parallel to these branches, that is to say parallel to the largest axis XX 'of plate 3.

L'utilisation du dispositif de l'invention est expliquée en référence aux figures 4 à 7. Le dispositif peut être incorporé à une masse de béton 30 dans laquelle sont prisonnières les parties 13 des tiges d'armature 10 qu'il comprend. Lorsque la masse de béton 30 à été décoffrée, la face 3c de la planche 3 est apparente, à travers la gaine 25 qui est avantageusement transparente. Les extrémités 20a de la bande 20, qui sont facilement repérables car elles présentent une texture différente du film 2, sont visibles sur cette face 3c. Lorsqu'il est nécessaire de retirer la planche 3 pour utiliser les extrémités libres des tiges 10 constituées par les banches 11 et 12, on tranche la gaine 25 sur toute la hauteur de la planche 3, de telle sorte que le film 2 peut être écarté de part et d'autre de la planche 3. Les extrémités 20a de la bande 20 ont été préalablement écartées, comme représenté à la figure 5.The use of the device of the invention is explained with reference to FIGS. 4 to 7. The device can be incorporated into a concrete mass 30 in which the parts 13 of the reinforcing rods 10 which it comprises are trapped. When the concrete mass 30 has been décoffrée, the face 3c of the board 3 is exposed, through the sheath 25 which is advantageously transparent. The ends 20a of the strip 20, which are readily identifiable because they have a different texture of the film 2, are visible on this side 3 c. When it is necessary to remove the board 3 to use the free ends of the rods 10 formed by the panels 11 and 12, the sheath 25 is sliced over the entire height of the board 3, so that the film 2 can be spread on either side of the plate 3. the ends 20 a of the strip 20 have been previously discarded, as shown in Figure 5.

Il est alors possible d'exercer sur les deux extrémités 20a de la bande 20 un effort de traction représenté par la flèche T pour décoller la planche 3 du logement 30a qu'elle a créé dans la masse de béton 30. Un maçon peut alors aisément extraire la planche 3 du logement 30a. Cependant et selon une approche classique, un maçon peut également extraire la planche 3 du logement 30a en insérant entre celle-ci et l'une des faces du logement 30a un levier formé, par exemple, par la pointe d'un outil. It is then possible to exert on the two ends 20 a of the strip 20 a tensile force represented by the arrow T to take off the board 3 from the housing 30 a which it has created in the mass of concrete 30. A mason can then easily extract the board 3 from the housing 30 a . However, according to a conventional approach, a mason can also extract the board 3 from the housing 30 a by inserting between the latter and one of the faces of the housing 30 has a lever formed, for example, by the tip of a tool.

On est alors dans la position de la figure 6 dans laquelle le film 2 demeure plaqué contre les parois du logement 30a alors qu'il est possible de redresser les branches 11 et 12 des tiges 10 selon la direction représentée par la flèche F' à la figure 6.We are then in the position of FIG. 6 in which the film 2 remains pressed against the walls of the housing 30 a while it is possible to straighten the branches 11 and 12 of the rods 10 in the direction represented by the arrow F 'at Figure 6.

Lorsque les branches 11 et 12 ont été redressées pour être globalement perpendiculaires au fond du logement 30a, on peut tirer sur les extrémités 20a de la bande 20, comme représenté par l'effort de traction T' à la. figure 6, de telle sorte que l'ensemble du film 2 est décollé du fond et des côtés du logement 30a, ce qui permet de le retirer en une opération particulièrement simple, comme représenté à la figure 7. La bande d'arrachement 20, qui est disposée derrière le reliquat de la gaine 25 formée par le film plastique 2 dans la position de la figure 7, permet d'exercer sur ce reliquat un effort d'arrachement ou de traction T' réparti de façon homogène sur toute la hauteur de ce film.When the branches 11 and 12 have been straightened so as to be generally perpendicular to the bottom of the housing 30 a , the ends 20 a of the strip 20 can be pulled, as shown by the tensile force T 'at la. Figure 6, so that the entire film 2 is detached from the bottom and sides of the housing 30 a , which allows it to be removed in a particularly simple operation, as shown in Figure 7. The tear tape 20 , which is arranged behind the remainder of the sheath 25 formed by the plastic film 2 in the position of FIG. 7, makes it possible to exert on this remainder a tearing or tensile force T 'distributed homogeneously over the entire height of this movie.

La disposition de la bande 20 entre les branches 11 et 12 des tiges 10 permet d'éviter toute interférence entre cette bande et ces branches lors du passage de la position de la figure 6 à celle de la figure 7.The arrangement of the strip 20 between the branches 11 and 12 rods 10 avoids any interference between this strip and these branches when passing from the position of the Figure 6 to that of Figure 7.

La bande 20 est utilisable quel que soit le matériau constitutif de la gaine 25 et, en particulier, avec une gaine thermo-rétractable. Cependant, l'utilisation d'un film étirable 2 est particulièrement avantageuse et l'on peut prévoir que ce film étirable porte un revêtement adhésif sur sa face destinée à former la surface intérieure de la gaine 25, c'est-à-dire sur sa face tournée vers la planche 3 et les branches 11 et 12 des tiges 10, ce qui améliore encore le maintien des tiges en position. Le film 2 peut être réalisé en polyéthylène avec un traitement anti-UV, ou en polychlorure de vinyle (PVC) avec le même type de traitement qui comprend l'adjonction d'un additif spécifique au mélange maítre de la matière plastique à former.The band 20 can be used whatever the material constituting the sheath 25 and, in particular, with a sheath heat-shrinkable. However, the use of stretch film 2 is particularly advantageous and it can be expected that this stretch film has an adhesive coating on its intended side to form the inner surface of the sheath 25, that is to say on its side facing the plate 3 and the branches 11 and 12 of the rods 10, which further improves the retention of the rods in position. Film 2 can be made of polyethylene with a anti-UV treatment, or polyvinyl chloride (PVC) with the same type of treatment which includes the addition of an additive specific to the masterbatch of the plastic to be formed.

L'invention a été représentée avec un support formé par une planche de bois, bien entendu tout autre matériau peut être utilisé pour support, notamment un métal, une matière plastique ou une résine composite. De même, les tiges peuvent être réalisées en métal, par exemple en acier, ou en tout autre matériau homologué pour constituer l'armature d'une masse de béton.The invention has been represented with a support formed by a wooden board, of course any other material can be used for support, in particular a metal, a plastic material or a composite resin. Likewise, rods can be made made of metal, for example steel, or any other material approved to constitute the reinforcement of a concrete mass.

En fonction de la largeur du support utilisé pour les tiges d'armature, plusieurs bandes d'arrachement peuvent, le cas échéant, être disposées sur la gaine de maintien. Dans ce cas, on peut prévoir qu'elles sont parallèles les unes par rapport aux autres ou, au contraire, sécantes.Depending on the width of the support used for the reinforcing rods, several tear strips can, the if necessary, be placed on the retaining sheath. In this case, we can predict that they are parallel to each other compared to others or, on the contrary, secant.

Claims (9)

  1. A positioning device of reinforcing rods in a formwork for creating a structure in reinforced concrete, the said device comprising a support member (3) capable of securing the said reinforcing rods in a position such that part of the said reinforcing rods extends towards the exterior of the said device from one surface (3a) of the said support member, the said support member and the said reinforcing rods being encased in a support sheath (25) in a relative position, characterised in that the said sheath (25) is formed from stretchable film (2) wrapped around the said support member (3) and in that at least one removal band (20) is laid over an external surface of the said film (2), towards the said surface (3a) of the said support member (3).
  2. Positioning device according to claim 1, characterised in that the said removal band (20) is placed such that it does not cover the parts (11, 12) of the said reinforcing rods (10) placed on the surface (3a) of or in (4, 5) the said support member (3).
  3. Positioning device according to claim 2, characterised in that the said reinforcing rods (10) have an overall U shape and in that the said removal band (20) is placed between the arms (11, 12) of the said rods in a direction (XX) parallel overall with the said arms.
  4. Positioning device according to one of the preceding claims, characterised in that the said removal band (20) is placed around the said support member (3), protruding from one surface (3c) of the said support member opposite the said surface (3a) from which the said parts (13) of the said rods extend.
  5. Positioning device according to claim 4, characterised in that the said removal band (20) is reinforced, at least in one part (20b) where it covers one surface (3c) of the said support member (3).
  6. Positioning device according to one of the preceding claims , characterised in that the said removal band (20) has, on the surface in contact with the said sheath (25), an adhesive coating.
  7. Positioning device according to one of the preceding claims, characterised in that the said stretchable film (2) has, on the surface facing the said support member (3), an adhesive coating.
  8. Positioning device according to one of the preceding claims, characterised in that the said stretchable film (2) is wound in several layers around the said support member (3).
  9. Positioning device according to one of the preceding claims, characterised in that the said stretchable film (2) is made of polyethylene or anti-UV treated polyvinyl chloride.
EP99420092A 1998-04-15 1999-04-09 Device for positioning rebars in a shuttering for the execution of a construction in reinforced concrete Expired - Lifetime EP0950780B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9804937A FR2777583B1 (en) 1998-04-15 1998-04-15 DEVICE FOR POSITIONING REINFORCEMENT RODS IN A FORMWORK FOR THE REALIZATION OF A REINFORCED CONCRETE STRUCTURE
FR9804937 1998-04-15

Publications (2)

Publication Number Publication Date
EP0950780A1 EP0950780A1 (en) 1999-10-20
EP0950780B1 true EP0950780B1 (en) 2003-10-29

Family

ID=9525459

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99420092A Expired - Lifetime EP0950780B1 (en) 1998-04-15 1999-04-09 Device for positioning rebars in a shuttering for the execution of a construction in reinforced concrete

Country Status (4)

Country Link
EP (1) EP0950780B1 (en)
AT (1) ATE253162T1 (en)
DE (1) DE69912345D1 (en)
FR (1) FR2777583B1 (en)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2307073C2 (en) * 1973-02-14 1974-11-14 Hochtief Ag Fuer Hoch- Und Tiefbauten Vorm. Gebr. Helfmann, 4300 Essen Device for storing wall connection iron
DE3223200A1 (en) 1982-06-22 1983-12-22 Döllen, Heinz von, 5840 Schwerte Device for receiving and holding connecting bars to be partially embedded in concrete components
FR2542790B1 (en) * 1983-03-17 1985-07-12 Mure Ets METAL REINFORCEMENT SYSTEM FOR CONNECTION BETWEEN TWO CONCRETE STRUCTURES
NO834113L (en) * 1983-11-11 1985-05-13 Joern Mogren SLISSEBORD.
DE4005852A1 (en) * 1990-02-23 1991-08-29 Construmat Ag Concrete reinforcement connector - has loop between plug and body and round outside to extract body
DE9017003U1 (en) * 1990-12-17 1992-02-27 Construmat Ag, Hegnau-Volketswil, Ch
FR2694954B1 (en) * 1992-08-18 1994-11-04 Mure Ets Box for placing connection reinforcements between two parts of contiguous concrete work and poured one after the other.
FR2732994B1 (en) * 1995-04-12 1997-05-16 Tedoldi Didier WAITING BOX FOR CONCRETE RECOVERY

Also Published As

Publication number Publication date
EP0950780A1 (en) 1999-10-20
ATE253162T1 (en) 2003-11-15
DE69912345D1 (en) 2003-12-04
FR2777583B1 (en) 2000-05-26
FR2777583A1 (en) 1999-10-22

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