EP1039038B1 - Form removal apparatus aid - Google Patents

Form removal apparatus aid Download PDF

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Publication number
EP1039038B1
EP1039038B1 EP00400601A EP00400601A EP1039038B1 EP 1039038 B1 EP1039038 B1 EP 1039038B1 EP 00400601 A EP00400601 A EP 00400601A EP 00400601 A EP00400601 A EP 00400601A EP 1039038 B1 EP1039038 B1 EP 1039038B1
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EP
European Patent Office
Prior art keywords
plates
formwork
constituted
soleplate
concrete
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Expired - Lifetime
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EP00400601A
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German (de)
French (fr)
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EP1039038A1 (en
Inventor
Johnny Butigieg
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Compagnie du Sol SARL
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Compagnie du Sol SARL
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Publication of EP1039038A1 publication Critical patent/EP1039038A1/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
    • E04G19/00Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • E02D5/185Bulkheads or similar walls made solely of concrete in situ with flexible joint members between sections

Definitions

  • the subject of the present invention is a device for assisting formwork removal for wall panel end joint molded.
  • the formwork 12 comprises a sole 14 and a box 16 defining the shape of the seal and, preferably, that structure 18 allowing the holding and the protection of an element of connection 20 between sealing elements that can be provided in the molded wall.
  • the concrete constituting the panel 22 bypasses the ends of the sole 14 of the formwork 12 in the lateral zones referenced 24. Part of this concrete may even end up against the outer face 14a of the sole 14 as this is shown in 26.
  • FIG. 1c shows the setting up and the general shape of the formwork hands 30 and 32.
  • Figure 1d shows a stripping hand 30. It comprises a mounting end 31 on a machine, an arm 33 intended to move to side of the side edge of the sole 14 and a return 30a to be inserted between the inner face 14b of the sole and the concrete to take off the concrete formwork.
  • An object of the present invention is to provide a device formwork for formwork for a panel end joint molded wall which allows the use of stripping hands in greatly improved conditions to limit the wear of the hands of stripping and increase the speed of the stripping operation.
  • the hands of stripping will be engaged vertically on both sides of the outsole at the portions of the stripping assist devices constituted at least in part by the filling means of which the mechanical strength is relatively low. So we can get the penetration of the stripping hands in areas where there is no bypass concrete and constituted at least in part by the material filling with low mechanical resistance.
  • the device is characterized in that said plates and said bracing means consist of a stamped metal sheet consisting of two wings and a connecting portion, in that said means for filling are constituted by a parallelepipedal part arranged between the wings of the sheet against the connecting portion, said means filling material being made of a non-plastic material to be impregnated with concrete.
  • the device is characterized in that said wooden plates, said means of bracing consist of a wooden cleat fixed between said plates along their first longitudinal edge and in that the filling means are constituted by a parallelepiped piece arranged between said plates against said cleat, said piece being made of a plastic material which can not be impregnated with concrete.
  • the device characterized in that said wooden plates, said means bracing consists of elements of wooden battens fixed between said plates along their first longitudinal edge, said cleat elements leaving between them free spaces according to the direction of the longitudinal edge of said plates and in that the means filling elements are constituted by parts substantially parallelepipeds in a plastic material not likely to be impregnated with concrete, said pieces being arranged in the spaces separating the elements of the cleat.
  • the means of filling are made of polystyrene. This material presents the advantage of having a low mechanical resistance compared to the hands of formwork while preventing the concrete filling of the area disposed between the two plates forming the disassembly aid device.
  • FIG. 2 we will describe the principle of the formwork removal device.
  • the formwork 12 with its sole 14 the formwork being put in place in the trench 10 in which the wall panel 22 has already been realized.
  • the invention consists in fixing on each edge 34, 36 of the sole 14 a structure with the general reference 40 later on. called stripping assistance device.
  • This structure 40 that overflows so on each side of the sole 14 inside the trench 16 is constituted by a set of materials that vis-à-vis the hands of formwork has a reduced mechanical strength and which, by its presence, limits the constitution of bypass concrete in the area corresponding.
  • This structure will be described later in more detail with reference to Figures 4 to 6.
  • the device 40 is constituted by a stamped sheet 50 which has two substantially parallel and rectangular wings 52 and 54 connected to each other by a connecting portion 55.
  • the length of the sheet is substantially equal to that of the sole of the formwork.
  • the connecting portion 55 forms a bridging between the two plates, the distance h between the two wings 52 and 54 is slightly greater than the thickness of the sole of the formwork.
  • a substantially rectangular parallelepipedal piece 56 which is applied against the connecting portion 55.
  • This piece 56 is made of a plastic material that can not be impregnated with concrete, such as polystyrene.
  • the stamped sheet 50 has a thickness of the order of 4 to 6/10 e millimeters. It is understood as best shown in Figure 4b that the area occupied by the part 56 is an area of reduced strength in which can easily enter the stripping hand. It goes without saying that the width f of the part 56 must be greater than the width I of the arms 33 of the stripping hand.
  • FIG. 5a and 5b there will be described a second embodiment of the device 40 for the formwork removal.
  • This device consists of two wooden boards 60 and 62 of substantially rectangular shape, the first two edges 60a, 62a are interconnected by a wooden batten 64 acting as a spacer to maintain the two boards 60 and 62 substantially parallel with a spacing h corresponding to the thickness of the flange of the formwork.
  • a piece 66 of substantially rectangular parallelepiped shape is disposed between the boards 60 and 62 and against the batten 64.
  • This piece 66, of width f is made of a plastic material not likely to be impregnated with the concrete such as polystyrene.
  • the volume constituted by the parts 66 preferably polystyrene constitutes on either side of the sole 14 a zone of limited strength in which the stripping hand can easily penetrate.
  • FIGs 6a and 6b illustrate a third embodiment of the device 40 for formwork removal.
  • the device 40 is further constituted by two wooden planks 70 and 72 which are substantially rectangular and which are interconnected by wooden batten elements such as 74 which thus form spacers for holding between the planks 70 and 72. a gap h .
  • batten elements 74 fixed near the first edge of the boards 70 and 72 are formed spaces such as 76 in which are fixed parts 78 made of a low-strength material such as polystyrene.
  • FIG. 6b there is thus alternating batten elements 74 and parts, for example made of polystyrene, 78 arranged parallel to the first edge of boards 70 and 72.
  • This assembly generally constitutes a zone with reduced mechanical strength of width f which can be penetrated easily by the hands of formwork.
  • the zone 79 which remains empty between the boards 70 and 72 and which has a length d serves to receive a lateral portion of the sole 14 of the formwork.
  • FIGs 7 and 8 show two possible modes of fixation stripping assistance devices 40 on the sole 14.
  • the device is fixed by ligatures made using annealed iron wires 80 which pass through holes 82 pierced in the sole 14 near its edge 36.
  • the device 40 is fixed on the edge 36 of the sole 14 using metal stirrups 84 which surround the device 34 and whose ends 86 are welded on the internal faces outer sole 14.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Lining And Supports For Tunnels (AREA)

Description

La présente invention a pour objet un dispositif d'aide au décoffrage d'un coffrage pour joint d'extrémité de panneaux de paroi moulée.The subject of the present invention is a device for assisting formwork removal for wall panel end joint molded.

Lorsque l'on veut réaliser une paroi moulée, c'est-à-dire une paroi réalisée en béton dans une tranchée creusée dans le sol, on effectue cette opération par tranches successives correspondant chacune à un panneau de paroi moulée, l'ensemble des panneaux constituant la paroi.When one wants to make a diaphragm wall, that is to say a wall made of concrete in a trench dug in the ground, one perform this operation in successive tranches, each corresponding to to a molded wall panel, all the panels constituting the wall.

Pour assurer la continuité mécanique des panneaux de la paroi dans la zone de raccordement entre deux panneaux, on donne à l'extrémité de chaque panneau une forme particulière appelée joint, qui permet l'encastrement d'une extrémité d'un panneau dans l'extrémité du panneau précédent. La définition de cette forme correspondant aux joints est obtenue grâce à la mise en place, à l'extrémité de la tranchée en cours de creusement, d'un coffrage dont la forme permet d'obtenir le joint du panneau en cours de réalisation.To ensure the mechanical continuity of the panels of the wall in the connection zone between two panels, we give the end of each panel a particular shape called joint, which allows embedding one end of a panel in the end of the previous panel. The definition of this form corresponding to the joints is achieved through the placement, at the end of the trench into digging course, a form whose shape allows to obtain the seal of the panel in progress.

En se référant tout d'abord aux figures annexées 1a et 1b, on va décrire la technique connue de réalisation des différents panneaux d'une paroi moulée. Dans un premier temps, on creuse une première portion de tranchée 10 correspondant à un premier panneau et on place un coffrage de joint d'extrémité 12 à l'extrémité 10a de la portion de tranchée. De façon connue, le coffrage 12 comporte une semelle 14 et un caisson 16 définissant la forme du joint ainsi, de préférence, qu'une structure 18 permettant la tenue et la protection d'un élément de connexion 20 entre des éléments d'étanchéité qui peuvent être prévus dans la paroi moulée.Referring firstly to the appended figures 1a and 1b, will describe the known technique of realization of the different panels of a molded wall. At first, we dig a first trench portion 10 corresponding to a first panel and is placed an end seal formwork 12 at the end 10a of the portion of trench. In known manner, the formwork 12 comprises a sole 14 and a box 16 defining the shape of the seal and, preferably, that structure 18 allowing the holding and the protection of an element of connection 20 between sealing elements that can be provided in the molded wall.

Comme le montre la figure 1a, le béton constituant le panneau 22 contourne les extrémités de la semelle 14 du coffrage 12 dans les zones latérales référencées 24. Une partie de ce béton peut même se retrouver contre la face externe 14a de la semelle 14 comme cela est montré en 26.As shown in Figure 1a, the concrete constituting the panel 22 bypasses the ends of the sole 14 of the formwork 12 in the lateral zones referenced 24. Part of this concrete may even end up against the outer face 14a of the sole 14 as this is shown in 26.

Dans l'étape suivante illustrée par la figure 1b, on réalise le creusement d'une deuxième portion de tranchée 28 destinée à constituer le panneau de paroi moulée suivant. Lors de ce creusement avec la benne, il est possible de racler la paroi externe 14a de la semelle 14 pour enlever la portion de béton correspondante. Cependant, l'expérience montre qu'il reste toujours des zones de béton de contournement référencées 24.In the next step illustrated in FIG. 1b, the digging a second portion of trench 28 intended to constitute the following molded wall panel. When digging with the bucket, it is possible to scrape the outer wall 14a of the sole 14 to remove the corresponding concrete portion. However, the experience shows that there are still concrete zones of bypass referenced 24.

Avant de remplir de béton la deuxième portion de tranchée 28, il est bien sûr nécessaire d'extraire le coffrage 12. Cette opération est difficile du fait de l'adhérence entre le béton et la face interne 14b de la semelle 14 du coffrage, ainsi qu'avec le caisson 18. En outre, cette opération est encore plus délicate en raison de la présence du béton de contournement dans les zones 24.Before filling the second trench portion 28 with concrete, it is of course necessary to extract the formwork 12. This operation is difficult because of the adhesion between the concrete and the inner face 14b of the footing 14 of the formwork, as well as with the casing 18. In addition, this operation is even more delicate because of the presence of concrete circumvention in zones 24.

Pour résoudre ce problème, on a déjà proposé dans le brevet français 2 613 395 de revêtir la face du coffrage tournée du côté du béton d'un matériau mince susceptible d'être abandonné dans la tranchée pour éviter l'adhérence du béton sur le coffrage et d'extraire le coffrage sensiblement verticalement.To solve this problem, it has already been proposed in the patent French 2,613,395 to coat the face of the formwork facing the concrete of a thin material likely to be abandoned in the trench for avoid adherence of the concrete to the formwork and extract the formwork substantially vertically.

On a également proposé pour résoudre ce même problème dans le brevet français 2 647 828 d'appliquer un choc sur le joint du côté opposé au béton à l'aide d'un outil guidé par le joint lui-même.It has also been proposed to solve this same problem in French Patent 2,647,828 to apply a shock on the seal on the side opposite the concrete using a tool guided by the joint itself.

Une autre technique connue pour réaliser le décoffrage du coffre 12 consiste à utiliser des "mains" de décoffrage qui consistent, comme on l'expliquera plus en détail ultérieurement, essentiellement en deux pièces en forme de crochets qui sont engagées aux extrémités de la semelle du coffrage et dont les parties actives sont en prises sur la face interne des extrémités de la semelle. Sur la figure 1c on a représenté la mise en place et la forme générale des mains de décoffrage 30 et 32.Another known technique to achieve the stripping of the chest 12 is to use formwork "hands" which consist, as will be explained in more detail later, essentially in two pieces in the form of hooks which are engaged at the ends of the sole of the formwork and whose active parts are engaged on the face internal ends of the sole. FIG. 1c shows the setting up and the general shape of the formwork hands 30 and 32.

La figure 1d montre une main de décoffrage 30. Elle comporte une extrémité 31 de montage sur un engin, un bras 33 destiné à passer à côté du bord latéral de la semelle 14 et un retour 30a destiné à être inséré entre la face interne 14b de la semelle et le béton pour décoller le coffrage du béton.Figure 1d shows a stripping hand 30. It comprises a mounting end 31 on a machine, an arm 33 intended to move to side of the side edge of the sole 14 and a return 30a to be inserted between the inner face 14b of the sole and the concrete to take off the concrete formwork.

En raison de la présence dans les zones 24 du contournement de béton l'engagement des mains de décoffrage 30 et 32 est très difficile. En effet, ces mains doivent se frayer un passage dans les zones de contournement de béton 24 sur une largeur de 2 à 3 cm repérées e correspondant à la largeur des mains de décoffrage et sur une longueur pouvant excéder 5 cm et repérée e' correspondant au contournement du béton dans les zones 24. Une telle opération induit sur les mains de décoffrage des contraintes très importantes qui peuvent entraíner leur rupture ou au moins leur usure très prématurée. En outre, les phénomènes de coincement rendent cette opération délicate et donc longue ce qui induit un coût non négligeable dans la réalisation de la paroi moulée.Due to the presence in zones 24 of the bypass concrete the engagement of the formwork hands 30 and 32 is very difficult. Indeed, these hands have to make their way through the areas of concrete bypass 24 over a width of 2 to 3 cm identified corresponding to the width of the stripping hands and over a length may exceed 5 cm and marked e 'corresponding to the circumvention of the concrete in the zones 24. Such an operation induces on the hands of dismantling of the very important constraints that can lead to their rupture or at least their wear very premature. In addition, jamming phenomena make this delicate operation and therefore long which induces a significant cost in the realization of the wall molded.

Un objet de la présente invention est de fournir un dispositif d'aide au décoffrage d'un coffrage pour joint d'extrémité de panneau de paroi moulée qui permette l'utilisation de mains de décoffrage dans des conditions très améliorées permettant de limiter l'usure des mains de décoffrage et d'accroítre la vitesse de l'opération de décoffrage.An object of the present invention is to provide a device formwork for formwork for a panel end joint molded wall which allows the use of stripping hands in greatly improved conditions to limit the wear of the hands of stripping and increase the speed of the stripping operation.

Pour atteindre ce but, selon l'invention, le dispositif d'aide au décoffrage d'un coffrage pour joint d'extrémité de panneau de paroi moulée, ledit coffrage comprenant une semelle présentant une face externe, une face interne équipée d'un caisson et deux bords latéraux, ledit caisson laissant libre sur la face externe de la semelle deux zones latérales à proximité desdits bords se caractérise en ce qu'il comprend

  • deux plaques sensiblement rectangulaires et sensiblement de mêmes dimensions,
  • des moyens d'entretoisement solidaires d'un premier bord longitudinal desdites plaques pour maintenir celles-ci sensiblement parallèles entre elles avec un écartement h sensiblement égal à l'épaisseur de la semelle du coffrage,
  • des moyens de remplissage pour remplir le volume limité par lesdites plaques, les moyens d'entretoisement et un plan orthogonal auxdites plaques disposé à une distance d des deuxièmes bords longitudinaux des plaques, par quoi l'espace entre lesdites plaques dépourvu de moyens de remplissage est apte à recevoir une portion latérale de la semelle d'un coffrage, lesdits moyens de remplissage étant réalisés avec un matériau à faible résistance mécanique ; et
  • des moyens de fixation temporaire desdites plaques sur ladite semelle.
To achieve this object, according to the invention, the device for assisting the formwork of formwork for a molded wall panel end joint, said formwork comprising a sole having an external face, an internal face equipped with a box and two side edges, said box leaving free on the outer face of the sole two side zones near said edges is characterized in that it comprises
  • two substantially rectangular plates and substantially of the same dimensions,
  • bracing means secured to a first longitudinal edge of said plates to maintain them substantially parallel to each other with a spacing h substantially equal to the thickness of the sole of the formwork,
  • filling means for filling the volume limited by said plates, the bracing means and a plane orthogonal to said plates disposed at a distance d from the second longitudinal edges of the plates, whereby the space between said plates devoid of filling means is adapted to receive a lateral portion of the sole of a formwork, said filling means being made of a material of low mechanical strength; and
  • means for temporarily fixing said plates on said sole.

On comprend que grâce à cette disposition, les mains de décoffrage vont être engagées verticalement de part et d'autre de la semelle au droit des portions des dispositifs d'aide au décoffrage constituées au moins en partie par les moyens de remplissage dont la résistance mécanique est relativement faible. Ainsi, on pourra obtenir l'enfoncement des mains de décoffrage dans des zones dépourvues de béton de contournement et constituées au moins en partie par le matériau de remplissage à faible résistance mécanique.We understand that thanks to this provision, the hands of stripping will be engaged vertically on both sides of the outsole at the portions of the stripping assist devices constituted at least in part by the filling means of which the mechanical strength is relatively low. So we can get the penetration of the stripping hands in areas where there is no bypass concrete and constituted at least in part by the material filling with low mechanical resistance.

En outre, la présence même des dispositifs d'aide au décoffrage limite les zones occupées par le béton de contournement.In addition, the very presence of assistive devices Stripping limits the areas occupied by the bypass concrete.

Selon un premier mode de réalisation, le dispositif se caractérise en ce que lesdites plaques et lesdits moyens d'entretoisement sont constitués par une tôle métallique emboutie constituée de deux ailes et d'une portion de raccordement, en ce que lesdits moyens de remplissage sont constitués par une pièce parallélépipédique disposée entre les ailes de la tôle contre la portion de raccordement, lesdits moyens de remplissage étant réalisés en un matériau plastique non susceptible d'être imprégné par du béton.According to a first embodiment, the device is characterized in that said plates and said bracing means consist of a stamped metal sheet consisting of two wings and a connecting portion, in that said means for filling are constituted by a parallelepipedal part arranged between the wings of the sheet against the connecting portion, said means filling material being made of a non-plastic material to be impregnated with concrete.

Selon un deuxième mode de réalisation de l'invention, le dispositif se caractérise en ce que lesdites plaques en bois, lesdits moyens d'entretoisement sont constitués par un tasseau en bois fixé entre lesdites plaques le long de leur premier bord longitudinal et en ce que les moyens de remplissage sont constitués par une pièce parallélépipédique disposée entre lesdites plaques contre ledit tasseau, ladite pièce étant réalisée en un matériau plastique non susceptible d'être imprégné par du béton.According to a second embodiment of the invention, the device is characterized in that said wooden plates, said means of bracing consist of a wooden cleat fixed between said plates along their first longitudinal edge and in that the filling means are constituted by a parallelepiped piece arranged between said plates against said cleat, said piece being made of a plastic material which can not be impregnated with concrete.

Selon un troisième mode de réalisation le dispositif se caractérise en ce que lesdites plaques en bois, lesdits moyens d'entretoisement sont constitués par des éléments de tasseau en bois fixés entre lesdites plaques le long de leur premier bord longitudinal, lesdits éléments de tasseau laissant entre eux des espaces libres selon la direction du bord longitudinal desdites plaques et en ce que les moyens de remplissage sont constitués par des pièces sensiblement parallélépipédiques en un matériau plastique non susceptible d'être imprégné par du béton, lesdites pièces étant disposées dans les espaces séparant les éléments du tasseau.According to a third embodiment, the device characterized in that said wooden plates, said means bracing consists of elements of wooden battens fixed between said plates along their first longitudinal edge, said cleat elements leaving between them free spaces according to the direction of the longitudinal edge of said plates and in that the means filling elements are constituted by parts substantially parallelepipeds in a plastic material not likely to be impregnated with concrete, said pieces being arranged in the spaces separating the elements of the cleat.

Selon un mode préféré de mise en oeuvre, les moyens de remplissage sont constitués par du polystyrène. Ce matériau présente l'avantage d'avoir une faible résistance mécanique par rapport aux mains de décoffrage tout en empêchant le remplissage par du béton de la zone disposée entre les deux plaques formant le dispositif d'aide au décoffrage. According to a preferred embodiment, the means of filling are made of polystyrene. This material presents the advantage of having a low mechanical resistance compared to the hands of formwork while preventing the concrete filling of the area disposed between the two plates forming the disassembly aid device.

D'autres caractéristiques et avantages de l'invention apparaítront mieux à la lecture de la description qui suit de plusieurs modes de réalisation de l'invention donnés à titre d'exemple non limitatifs. La description se réfère aux figures annexées sur lesquels :

  • les figures 1a à 1c, déjà décrites, illustrent un procédé de réalisation de panneau de paroi moulée selon l'état de la technique ;
  • la figure 1d, déjà décrite, montre une main de décoffrage de type connu ;
  • la figure 2 est une vue en coupe horizontale montrant le principe de réalisation des dispositifs d'aide au décoffrage ;
  • les figures 3a à 3c montrent le mode d'action des mains de décoffrage sur un coffrage équipé des dispositifs d'aide au décoffrage ;
  • la figure 4a montre un premier mode de réalisation du dispositif d'aide au décoffrage ;
  • la figure 4b montre la mise en place du dispositif d'aide au décoffrage de la figure 4a sur un coffrage ;
  • la figure 5a montre en perspective un deuxième mode de réalisation du dispositif d'aide au décoffrage ;
  • la figure 5b montre la mise en place du dispositif d'aide au décoffrage de la figure 5a sur un coffrage ;
  • la figure 6a montre en perspective un troisième mode de réalisation du dispositif d'aide au décoffrage ;
  • la figure 6b montre la disposition du dispositif d'aide au décoffrage de la figure 6a selon sa direction verticale ;
  • les figures 7 et 8 montrent en perspective deux moyens préférés de fixation d'un dispositif d'aide au décoffrage sur la semelle d'un coffrage.
  • Other features and advantages of the invention will appear better on reading the following description of several embodiments of the invention given by way of non-limiting example. The description refers to the appended figures in which:
  • Figures 1a to 1c, already described, illustrate a method of producing molded wall panel according to the state of the art;
  • Figure 1d, already described, shows a formwork of known type;
  • Figure 2 is a horizontal sectional view showing the principle of embodiment of the formwork removal devices;
  • FIGS. 3a to 3c show the mode of action of the stripping hands on a formwork equipped with stripping assistance devices;
  • Figure 4a shows a first embodiment of the formwork removal device;
  • Figure 4b shows the establishment of the formwork assist device of Figure 4a on a formwork;
  • FIG. 5a shows in perspective a second embodiment of the formwork assistance device;
  • Figure 5b shows the establishment of the formwork removal device of Figure 5a on a formwork;
  • FIG. 6a shows in perspective a third embodiment of the formwork removal device;
  • Figure 6b shows the arrangement of the formwork assist device of Figure 6a in its vertical direction;
  • Figures 7 and 8 show in perspective two preferred means of fixing a formwork removal device on the sole of a formwork.
  • En se référant tout d'abord à la figure 2, on va décrire le principe du dispositif d'aide au décoffrage. Sur cette figure, on a représenté le coffrage 12 avec sa semelle 14 le coffrage étant mis en place dans la tranchée 10 dans laquelle le panneau de paroi 22 a déjà été réalisé. L'invention consiste à fixer sur chaque bord 34, 36 de la semelle 14 une structure portant la référence générale 40 qui sera ultérieurement appelée dispositif d'aide au décoffrage. Cette structure 40 qui déborde donc de chaque côté de la semelle 14 à l'intérieur de la tranchée 16 est constituée par un ensemble de matériaux qui vis-à-vis des mains de décoffrage présente une résistance mécanique réduite et qui, par sa présence, limite la constitution de béton de contournement dans la zone correspondante. Cette structure sera décrite ultérieurement plus en détail par référence aux figures 4 à 6.Referring first to Figure 2, we will describe the principle of the formwork removal device. In this figure, we have represented the formwork 12 with its sole 14 the formwork being put in place in the trench 10 in which the wall panel 22 has already been realized. The invention consists in fixing on each edge 34, 36 of the sole 14 a structure with the general reference 40 later on. called stripping assistance device. This structure 40 that overflows so on each side of the sole 14 inside the trench 16 is constituted by a set of materials that vis-à-vis the hands of formwork has a reduced mechanical strength and which, by its presence, limits the constitution of bypass concrete in the area corresponding. This structure will be described later in more detail with reference to Figures 4 to 6.

    En se référant maintenant aux figures 3a à 3c, on va décrire succinctement le mode d'utilisation des dispositifs 40 d'aide au décoffrage. Avant la mise en place du coffrage 12 dans la tranchée, on fixe aux extrémités 34 et 36 de la semelle 14 un dispositif 40 d'aide au décoffrage puis le coffrage ainsi équipé est mis en place dans la tranchée. Après le remplissage en béton de la première portion de tranchée 10 puis le creusement de la deuxième portion de tranchée 28 et le raclage de la face externe de la semelle, on retrouve deux zones 24' de béton de contournement dont les dimensions sont réduites par rapport à celles qu'on trouve dans l'art antérieur en raison de la présence des dispositifs 40. En outre, on comprend qu'entre les zones 24' comportant le béton de contournement et la semelle 14 proprement dite les dispositifs 40 constituent deux zones de résistance mécanique réduite par rapport à celle du béton. Il est possible alors de présenter à l'extrémité supérieure du coffrage les mains de décoffrage 30 et 32 de telle manière que leurs bras 33 soient en regard des dispositifs 40 et que leurs parties actives 32a, 30a soient disposées en regard de la face interne 14b de la semelle. A l'aide de l'engin sur lequel sont montées les mains de décoffrage 30 et 32, on peut abaisser celles-ci qui détruisent au fur et à mesure de leur enfoncement les dispositifs 40, les parties actives 32a et 30a des mains de décoffrage provoquant progressivement l'écartement de la semelle 14 et de son caisson 16 par rapport au béton 22 remplissant la portion de tranchée. Lorsque les mains de décoffrage arrivent à la partie inférieure du coffrage il est alors possible d'en réaliser aisément l'extraction.Referring now to Figures 3a to 3c, we will describe briefly the mode of use of devices 40 stripping. Before the introduction of the formwork 12 in the trench, fixed at the ends 34 and 36 of the sole 14 a device 40 for assisting the formwork and the formwork thus equipped is set up in the trench. After the concrete filling of the first trench portion 10 then digging the second trench portion 28 and scraping the external face of the sole, there are two zones 24 'of concrete of circumvention whose dimensions are smaller than those found in the prior art because of the presence of the devices 40. Furthermore, it is understood that between the zones 24 'comprising the concrete of bypass and the soleplate 14 proper devices 40 constitute two areas of reduced strength compared to that of concrete. It is possible then to present at the top end of formwork the formworking hands 30 and 32 in such a way that their arm 33 are facing the devices 40 and that their active parts 32a, 30a are arranged facing the inner face 14b of the sole. With the help of the machine on which the demounting hands 30 and 32, we can lower these which destroy as and when their depressing the devices 40, the active parts 32a and 30a of the hands of formwork causing progressively the separation of the sole 14 and its box 16 with respect to the concrete 22 filling the portion of trench. When the stripping hands arrive at the bottom of the formwork it is then possible to easily make the extraction.

    Si l'on revient à la figure 2, on voit bien sûr que si l'on appelle L la largeur de la semelle 16 et L1 la largeur de la tranchée 10, les dispositifs d'aide au décoffrage 40 doivent avoir des dimensions telles, qu'après leur fixation sur la semelle, l'encombrement global de celles-ci L2 soit inférieur à la largeur L1 de la tranchée.If we go back to Figure 2, we see of course that if we call L the width of the sole 16 and L1 the width of the trench 10, the formwork removal devices 40 must have such dimensions, after their attachment on the sole, the overall size of these L2 is less than the width L1 of the trench.

    En se référant maintenant aux figures 4a et 4b on va décrire un premier mode de réalisation du dispositif d'aide au décoffrage. Le dispositif 40 est constitué par une tôle emboutie 50 qui présente deux ailes sensiblement parallèles et rectangulaires 52 et 54 raccordées entre elles par une portion de raccordement 55. La longueur de la tôle est sensiblement égale à celle de la semelle du coffrage. La portion de raccordement 55 forme un entretoisement entre les deux plaques, la distance h entre les deux ailes 52 et 54 est très légèrement supérieure à l'épaisseur de la semelle du coffrage. Dans le volume limité par les deux ailes 52 et 54 on fixe une pièce 56 sensiblement parallélépipédique rectangle qui est appliquée contre la portion de raccordement 55. Cette pièce 56 est réalisée en un matériau plastique non susceptible d'être imprégné par le béton, tel que du polystyrène. Il reste entre les ailes 52 et 54 un volume vide 58 de longueur d à l'intérieur duquel est reçu la partie latérale de la semelle lorsque le dispositif 40 est fixé sur celle-ci. De préférence, la tôle emboutie 50 présente une épaisseur de l'ordre de 4 à 6/10e de millimètres. On comprend comme le montre mieux la figure 4b que la zone occupée par la pièce 56 constitue une zone à résistance mécanique réduite dans laquelle pourra pénétrer aisément la main de décoffrage. Il va de soi que la largeur f de la pièce 56 doit être supérieure à la largeur I des bras 33 de la main de décoffrage.Referring now to Figures 4a and 4b will be described a first embodiment of the formwork assistance device. The device 40 is constituted by a stamped sheet 50 which has two substantially parallel and rectangular wings 52 and 54 connected to each other by a connecting portion 55. The length of the sheet is substantially equal to that of the sole of the formwork. The connecting portion 55 forms a bridging between the two plates, the distance h between the two wings 52 and 54 is slightly greater than the thickness of the sole of the formwork. In the volume limited by the two wings 52 and 54 is fixed a substantially rectangular parallelepipedal piece 56 which is applied against the connecting portion 55. This piece 56 is made of a plastic material that can not be impregnated with concrete, such as polystyrene. There remains between the wings 52 and 54 an empty volume 58 of length d inside which is received the lateral portion of the sole when the device 40 is fixed thereon. Preferably, the stamped sheet 50 has a thickness of the order of 4 to 6/10 e millimeters. It is understood as best shown in Figure 4b that the area occupied by the part 56 is an area of reduced strength in which can easily enter the stripping hand. It goes without saying that the width f of the part 56 must be greater than the width I of the arms 33 of the stripping hand.

    En se référant maintenant aux figures 5a et 5b on va décrire un deuxième mode de réalisation du dispositif 40 d'aide au décoffrage. Ce dispositif est constitué par deux planches en bois 60 et 62 de forme sensiblement rectangulaire dont les deux premiers bords 60a, 62a sont raccordés entre eux par un tasseau en bois 64 jouant le rôle d'entretoise pour maintenir les deux planches 60 et 62 sensiblement parallèles avec un écartement h correspondant à l'épaisseur de la semelle du coffrage. Une pièce 66 de forme sensiblement parallélipipédique rectangle est disposée entre les planches 60 et 62 et contre le tasseau 64. Cette pièce 66, de largeur f, est réalisée en un matériau plastique non susceptible d'être imprégné par le béton tel que du polystyrène. Il reste ainsi entre les planches 62 et 60 un espace libre 68 de longueur d susceptible de recevoir le bord latéral de la semelle 14 du coffrage. Comme le montre mieux la figure 5b le volume constitué par les pièces 66 de préférence en polystyrène constitue de part et d'autre de la semelle 14 une zone de résistance mécanique limitée dans laquelle la main de décoffrage pourra pénétrer aisément. Referring now to Figures 5a and 5b there will be described a second embodiment of the device 40 for the formwork removal. This device consists of two wooden boards 60 and 62 of substantially rectangular shape, the first two edges 60a, 62a are interconnected by a wooden batten 64 acting as a spacer to maintain the two boards 60 and 62 substantially parallel with a spacing h corresponding to the thickness of the flange of the formwork. A piece 66 of substantially rectangular parallelepiped shape is disposed between the boards 60 and 62 and against the batten 64. This piece 66, of width f, is made of a plastic material not likely to be impregnated with the concrete such as polystyrene. There remains thus between the boards 62 and 60 a free space 68 of length d able to receive the lateral edge of the flange 14 of the formwork. As best shown in Figure 5b the volume constituted by the parts 66 preferably polystyrene constitutes on either side of the sole 14 a zone of limited strength in which the stripping hand can easily penetrate.

    Les figures 6a et 6b illustrent un troisième mode de réalisation du dispositif 40 d'aide au décoffrage. Dans ce mode de réalisation, le dispositif 40 est encore constitué par deux planches en bois 70 et 72 sensiblement rectangulaires qui sont raccordées entre elles par des éléments de tasseau en bois tels que 74 qui forment ainsi des entretoises pour maintenir entre les planches 70 et 72 un écartement h. Entre les éléments de tasseau 74 fixés à proximité du premier bord des planches 70 et 72 sont ménagés des espaces tels que 76 dans lesquels sont fixées des pièces 78 réalisées en un matériau à faible résistance mécanique telle que du polystyrène. Comme le montre mieux la figure 6b on trouve ainsi une alternance d'éléments de tasseau 74 et de pièces, par exemple en polystyrène, 78 disposées parallèlement au premier bord des planches 70 et 72. Cet ensemble constitue globalement une zone à résistance mécanique réduite de largeur f qui pourra être pénétrée aisément par les mains de décoffrage. La zone 79 qui reste vide entre les planches 70 et 72 et qui a une longueur d sert à recevoir une portion latérale de la semelle 14 du coffrage.Figures 6a and 6b illustrate a third embodiment of the device 40 for formwork removal. In this embodiment, the device 40 is further constituted by two wooden planks 70 and 72 which are substantially rectangular and which are interconnected by wooden batten elements such as 74 which thus form spacers for holding between the planks 70 and 72. a gap h . Between the batten elements 74 fixed near the first edge of the boards 70 and 72 are formed spaces such as 76 in which are fixed parts 78 made of a low-strength material such as polystyrene. As best shown in FIG. 6b, there is thus alternating batten elements 74 and parts, for example made of polystyrene, 78 arranged parallel to the first edge of boards 70 and 72. This assembly generally constitutes a zone with reduced mechanical strength of width f which can be penetrated easily by the hands of formwork. The zone 79 which remains empty between the boards 70 and 72 and which has a length d serves to receive a lateral portion of the sole 14 of the formwork.

    Les figures 7 et 8 montrent deux modes possibles de fixation des dispositifs d'aide au décoffrage 40 sur la semelle 14.Figures 7 and 8 show two possible modes of fixation stripping assistance devices 40 on the sole 14.

    Dans le cas de la figure 7, le dispositif est fixé par des ligatures réalisées à l'aide de fils de fer recuits 80 qui passent dans des trous 82 percés dans la semelle 14 à proximité de son bord 36.In the case of Figure 7, the device is fixed by ligatures made using annealed iron wires 80 which pass through holes 82 pierced in the sole 14 near its edge 36.

    Dans le cas de la figure 8, le dispositif 40 est fixé sur le bord 36 de la semelle 14 à l'aide d'étriers métalliques 84 qui entourent le dispositif 34 et dont les extrémités 86 sont soudées sur les faces internes externe de la semelle 14.In the case of FIG. 8, the device 40 is fixed on the edge 36 of the sole 14 using metal stirrups 84 which surround the device 34 and whose ends 86 are welded on the internal faces outer sole 14.

    Claims (7)

    1. A device (40) for facilitating removal of formwork (12) for the end joint of a panel of a diaphragm wall (22), said formwork comprising a soleplate (14) having an outside face, an inside face carrying a box (16), and two side edges (34, 36), said box leaving two empty side zones (24) on the inside face of the soleplate in the vicinity of said edges, said device being characterised in that it comprises:
      two substantially rectangular plates (52, 54, 60, 62, 70, 72) of substantially the same dimensions,
      spacer means (55, 64, 74) secured to a first longitudinal edge of said plates to hold them substantially parallel to each other at a spacing h that is substantially equal to the thickness of the soleplate of a formwork,
      filler means (56, 66, 78) for filling a volume defined by said plates, by said spacer means, and by a plane orthogonal to said plates at a distance d from said second longitudinal edges of the plates, whereby the space between said plates that does not include said filler means is suitable for receiving said side portions of the soleplate of a formwork, said filler means being made of a low strength material; and
      temporary fixing means (80, 84) for fixing said plates on said soleplate.
    2. A device according to claim 1, characterised in that said plates (52, 54) and said spacer means (55) are constituted by a metal sheet (50) shaped to comprise two flanges interconnected by a web, and in that said filler means are constituted by a piece in the form of a rectangular parallelepiped (56) disposed between the flanges of the metal sheet and against the web, said filler means being made of a plastics material that is unsuitable for being impregnated by concrete.
    3. A device according to claim 1, characterised in that said plates (60, 62) are made of wood, in that said spacer means are constituted by a wooden batten (64) fixed between said plates along said first longitudinal edges thereof, and in that said filler means are constituted by a piece (66) in the form of a rectangular parallelepiped disposed between said plates and against said batten, said piece being made of a plastics material that is unsuitable for being impregnated by concrete.
    4. A device according to claim 1, characterised in that said plates (70, 72) are made of wood, in that said spacer means are constituted by strips of wooden batten (74) fixed between said plates along said first longitudinal edges thereof, said strips of batten leaving empty gaps (76) between one another in the longitudinal direction of the edges of said plates, and in that said filler means are constituted by pieces (78) substantially in the form of rectangular parallelepipeds of a plastics material that is unsuitable for being impregnated by concrete, said pieces being disposed in the gaps between the strips of batten.
    5. A device according to any one of claims 1 to 4, characterised in that said filler means (56, 66, 78) are made of polystyrene.
    6. A device according to any one of claims 1 to 5, characterised in that said temporary fixing means are constituted by wires (80) surrounding said plates and passing through holes formed through the soleplate of the formwork (14).
    7. A device according to any one of claims 1 to 5, characterised in that said temporary fixing means are constituted by metal staples (84) surrounding said plates and having their free ends welded to the inside and outside faces of the soleplate (14) of the formwork.
    EP00400601A 1999-03-19 2000-03-07 Form removal apparatus aid Expired - Lifetime EP1039038B1 (en)

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    FR9903428A FR2791072B1 (en) 1999-03-19 1999-03-19 DEVICE FOR AIDING FORMWORK
    FR9903428 1999-03-19

    Publications (2)

    Publication Number Publication Date
    EP1039038A1 EP1039038A1 (en) 2000-09-27
    EP1039038B1 true EP1039038B1 (en) 2003-05-28

    Family

    ID=9543396

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP00400601A Expired - Lifetime EP1039038B1 (en) 1999-03-19 2000-03-07 Form removal apparatus aid

    Country Status (14)

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    US (1) US6332297B1 (en)
    EP (1) EP1039038B1 (en)
    KR (1) KR100812845B1 (en)
    CN (1) CN1132979C (en)
    AR (1) AR022962A1 (en)
    AT (1) ATE241737T1 (en)
    CA (1) CA2301495C (en)
    DE (1) DE60002936T2 (en)
    ES (1) ES2198258T3 (en)
    FR (1) FR2791072B1 (en)
    HK (1) HK1030034A1 (en)
    MX (1) MXPA00002744A (en)
    SG (1) SG91260A1 (en)
    TW (1) TW544483B (en)

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    CN102943563A (en) * 2012-11-13 2013-02-27 龙岩市弘林硬质合金有限公司 Template withdrawing device used for constructional engineering aluminum template
    FR3083250B1 (en) 2018-06-27 2020-09-18 Soletanche Freyssinet FORMWORK ELEMENT PROVIDED WITH SACRIFICIAL PROFILES
    DE102020202011A1 (en) 2020-02-18 2021-08-19 Gud Geotechnik Und Dynamik Consult Gmbh Joint element as well as method
    CN111663777A (en) * 2020-07-22 2020-09-15 浙江省工程物探勘察设计院有限公司 Template cleaning device for building and using method
    CN113006478B (en) * 2021-03-08 2022-02-08 中建二局第三建筑工程有限公司 Cast-in-place wall groove mold easy to disassemble and pouring method
    CN114961227B (en) * 2022-06-07 2023-07-11 中建八局第一建设有限公司 Turnover cantilever I-steel pre-embedding device and implementation mode thereof

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    US2911702A (en) * 1955-07-11 1959-11-10 Poliete S Clyncke Holding devices for form boards and the like
    US3978626A (en) * 1975-05-14 1976-09-07 Weinar Roger N Removable wire tie for adhesive applied wallboard installation
    US4112646A (en) * 1977-02-14 1978-09-12 Clelland John J Pre-cast insulated wall structure
    US4333290A (en) * 1979-05-10 1982-06-08 Arizona Diversified Products, Inc. Structural member for installation system
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    FR2613395B1 (en) 1987-04-03 1991-06-07 Soletanche METHOD FOR PRODUCING AND FORMWORK FOR END JOINT OF MOLDED WALL PANEL
    CH679790A5 (en) * 1989-05-09 1992-04-15 Fehlmann Travaux Hydrauliques Shutter panel for concrete ground wall construction - water-bar used for joints between adjacent wall sections acting as slide to facilitate panel stripping
    FR2647828B1 (en) 1989-06-06 1991-08-30 Soletanche METHOD AND DEVICE FOR TAKING OFF CONCRETE TO WHICH IT ADHESDS, AN END JOINT OF A WALL PANEL MOLDED IN THE GROUND
    ES2070454T3 (en) * 1990-06-15 1995-06-01 Bouygues Sa DEVICE TO FACILITATE THE EXTRACTION OF A FORMWORK, AND APPLICATION TO THE REALIZATION OF A MOLDED WALL IN THE FLOOR.
    GB9616040D0 (en) * 1996-07-31 1996-09-11 Tsw Partnership The Improved stop-end system for use in diaphragm wall construction
    DE29916663U1 (en) * 1999-09-22 2000-01-05 Guenter Werner Gmbh Neuheitenv Cattle cleaning machine with a rotating brush roller and a fixed scratching brush, mounted on a slide that can be moved in the vertical direction

    Also Published As

    Publication number Publication date
    KR20000071456A (en) 2000-11-25
    ES2198258T3 (en) 2004-02-01
    CN1267769A (en) 2000-09-27
    CA2301495A1 (en) 2000-09-19
    ATE241737T1 (en) 2003-06-15
    CN1132979C (en) 2003-12-31
    AR022962A1 (en) 2002-09-04
    DE60002936T2 (en) 2004-03-25
    CA2301495C (en) 2006-11-28
    FR2791072A1 (en) 2000-09-22
    HK1030034A1 (en) 2001-04-20
    US6332297B1 (en) 2001-12-25
    SG91260A1 (en) 2002-09-17
    KR100812845B1 (en) 2008-03-11
    MXPA00002744A (en) 2004-04-21
    FR2791072B1 (en) 2001-06-15
    EP1039038A1 (en) 2000-09-27
    DE60002936D1 (en) 2003-07-03
    TW544483B (en) 2003-08-01

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