EP0329753A1 - Formwork shutter and profiled section for its implementation - Google Patents

Formwork shutter and profiled section for its implementation

Info

Publication number
EP0329753A1
EP0329753A1 EP88907710A EP88907710A EP0329753A1 EP 0329753 A1 EP0329753 A1 EP 0329753A1 EP 88907710 A EP88907710 A EP 88907710A EP 88907710 A EP88907710 A EP 88907710A EP 0329753 A1 EP0329753 A1 EP 0329753A1
Authority
EP
European Patent Office
Prior art keywords
formwork
profile
fins
profiles
elements
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP88907710A
Other languages
German (de)
French (fr)
Other versions
EP0329753B1 (en
Inventor
Pierre Salas
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT88907710T priority Critical patent/ATE63778T1/en
Publication of EP0329753A1 publication Critical patent/EP0329753A1/en
Application granted granted Critical
Publication of EP0329753B1 publication Critical patent/EP0329753B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/06Forming boards or similar elements the form surface being of metal

Definitions

  • the present invention relates to a profile constituting a concrete formwork form element comprising a smooth formwork surface in the formwork.
  • the forms traditionally used in formwork are most often made of heavy materials such as metal or an external steel or aluminum frame receiving a plywood skin serving as a formwork surface. These products used are, in general, heavy, difficult to maneuver and have a limited lifespan. Their implementation requires significant lifting means given their weight and requires very special attention in their assembly. Such an implementation requires the use of expensive equipment as well as highly qualified labor.
  • the present invention aims to propose a set of tarpaulins constituted by assemblable elements representing a small mass, easily transportable, allowing ease of use by unskilled labor and avoiding having to call upon inconvenient lifting means.
  • These forms of new design are obtained by the production of elements in the form of a very light and easy to handle aluminum alloy, the shape of these elements being studied to facilitate assembly of these elements and constituting a formwork surface. easily adjustable by both lateral and vertical combination of these formwork elements.
  • the use of aluminum makes it possible to avoid all corrosion problems, hence the exceptional longevity of this product. The use of such a material therefore avoids having to use lifting means and allows simple packaging when such elements have to be transported, especially for distant public works.
  • the present invention therefore relates to a profile constituting an element of concrete formwork comprising a smooth formwork surface, characterized in that said profile, produced by extrusion of an aluminum alloy, comprises longitudinal stiffening fins, perpendicular to the formwork surface delimiting open cavities.
  • two fins each located at a lateral end of the shuttering face have a "C" section open towards the lateral exterior of the profile.
  • an element of formwork at an external angle is produced by longitudinal central folding of the formwork surface.
  • a formwork element with an internal angle is produced by longitudinal central folding of the formwork surface and cutting of two central fins.
  • the. fins have longitudinal reinforcements each constituting a means for receiving a fixing acting on a connecting element between two sections.
  • the present invention also includes a set of forms for concrete formwork comprising a combination of profiles as previously described, characterized in that said elements of form are joined laterally by a connecting element engaging in the opening in "C" of a lateral fin of a first panel element and in the “C” opening of a lateral fin of a second element, said connecting element being blocked by members for fixing to said first and second form elements .
  • a “C” section receiving element is mounted on the horizontal edges of the formwork elements by fixing members cooperating with the reinforcements located on each fin.
  • a connecting element of two vertically superposed panel elements cooperates, on the one hand with a first receiving element mounted on the upper edge of a first sayhejet element, on the other hand with a second receiving element on
  • steel ribs constituting a stiffening part of the form are fixed transversely on the fins of each section element profile.
  • - Figure 1 is a cross-sectional view of a profile constituting a formwork element
  • • - Figure 2 is a sectional view of an element constituting an external angle
  • FIG. 3 is a sectional view of an element constituting an interior angle
  • FIG. 4 is a sectional view of elements attached sideways
  • FIG. 5 is a front view of adjoining elements
  • FIG. 6 is a perspective view of the superimposed coopé ⁇ ration of two elements
  • - Figure 7 is a view of the cooperation of connecting elements between two joined form elements
  • FIG. 8 is a side view of a formwork assembly using such elements.
  • Figure 1 shows in section a profile 1 constituting a concrete sheet element whose shape
  • REPLACEMENT SHEET particular allows easy assembly used to make the formwork of a wall in building techniques as shown in Figure 8.
  • the assembly includes two forms 70, 71 whose formwork faces face each other. These two forms are positioned using rods 72 passing through the two surfaces and aiming to maintain a constant spacing between the two formwork surfaces of each formwork element.
  • the profile shown in Figure 1 is made by extrusion from an aluminum alloy giving it a lightness which facilitates handling.
  • the press used during the extrusion operation makes it possible to obtain a shape of profile whose characteristics and advantages will be described.
  • the profile has a flat formwork face 2 with a thickness of 2.5 mm. Perpendicular to this formwork surface there are longitudinal stiffening fins 3 > 4, 5, 6.
  • the width of the element will have a formwork surface of 20 cm.
  • the profile will be provided with four fins distributed in the form of two lateral fins 3 " 6 at each end and two central fins 4, 5.
  • the central fins 4, 5 have a section in the shape of a" T "of which the foot starts from the formwork surface and whose end formed by the "T" head bar is parallel to the formwork surface in the same plane as the two ends of the lateral fins.
  • the two lateral fins 3 " 6 have a C-shaped section, the opening being oriented laterally outward on the edge of the profile.
  • the number of central stiffening fins may vary if we widen the
  • the production by the extrusion of two lateral fins and two central fins makes it possible to delimit open cavities 7, 8, 9 whose openings are located on the face of the profile opposite to the formwork surface in alignment with the rear ends of the two fins 3 , 6 in the shape of "C" and the two central fins of T-shaped section.
  • a sheet element as shown in section in FIG. 1 is 2.50 m high, 20 cm wide and 5 cm thick .
  • This profile is, moreover, provided with longitudinal reinforcements 14, 15 each located on a fin, constituting a gutter providing two functions; on the one hand, an additional mass aimed at limiting the forces applied to the element and thus preventing any breakage and, on the other hand, permitting by the extreme openings of this gutter the introduction of fixing means such as screws in order to 'ensure the positioning of a receiving profile which will be explained later.
  • These longitudinal reinforcements are alternately staggered in the succession of fins so that when we come to place this receiving profile on the edge of this profile, fasteners, then engaging in these gutters, are not aligned and offset their pressure exerted on the profile.
  • Figure 3 shows a section element profile 30 providing an interior angle of formwork.
  • This corner element is produced from the basic element previously mentioned, by folding at the middle part longitudinally of the formwork surface but no longer, as in the case of an external angle, a folding impli ⁇ as a bringing 90 degrees of the two faces making the angle; but in this case, it is a separation at 90 degrees from the two faces involving a movement of approximation of the two lateral fins.
  • To obtain a folding towards the rear part of the profile with reference to the support of the fins it is necessary to prepare by cutting the two central fins so that they do not come into abutment against one another.
  • REPLACEMENT SHEET for the fin 34 of the gutter for inserting the fasteners but, however, a longitudinal reinforcement gutter 14 is maintained on the fin 35.
  • the two lateral fins of "C" shaped section are intact and their openings on the edge are oriented 90 degrees to each other.
  • Figure 4 shows in section a lateral association of these various elements.
  • the elements 50, 51, 52, 53 are joined laterally to each other so that their formwork surface is in the same plane.
  • a lateral fin of a first element cooperates with a lateral fin of a second element so that their openings face each other.
  • a connecting element 54, 55, 56 is inserted formed by an aluminum profile of square section.
  • Figure 7 shows the cooperation between ' this connecting element and the ends of two sections in which it is inserted.
  • a first section 50 is attached by its lateral fin to a
  • REPLACEMENT SHEET second profile 51 at its lateral fin A connecting element 62 is inserted which comes into locking, on the one hand at the bottom of the cavity against the fins and, on the other hand laterally by the return wings of the section in C, avoiding any movement from front to back .
  • connecting element inserted in the two cavities of the lateral wings of the profiles 50, 51 we fix e by screws 63, 64 the connecting member 'the two profiles form elements.
  • FIG. 5 shows a set of section element profiles 50, 51, 52, 53 placed side by side as seen in section in FIG. 4.
  • SHEET reception 42, 43 are placed on the lower and upper edges of the two sheet elements to be joined, we just engage a connecting element 44 in the opening made by the "C" shape of the first profile and, in the same way as previously described for lateral attachments, this connecting element cooperates with the other opening of the associated receiving element in the vertical cooperation. It will only remain, for a final fixing of the two elements, to place screws passing through the base of the “C” section and the connecting element.
  • the connecting element has a square shape as well as the profile producing the receiving element so as to allow corner cooperation of the two overlapping sheet elements. It is therefore easy to make a panel by lateral association of a basic element as well as by vertical association.
  • steel ribs 45 are positioned on the rear face of the section element profiles by a fixing on the head of the stiffening fins in the shape of a "T". "using screws 47.
  • these steel ribs 59, 60 cooperate laterally with all of the profiles of joined side panel elements. These ribs 59, 60 have openings for the passage of spacing elements coinciding with the orifices produced in the cavities delimited by stiffening fins. The upper edge of the section produced is delimited by a receiving element 57 and the lower edge by another receiving element 58.
  • the present invention therefore makes it possible to produce sectional elements sections entirely of aluminum, benefiting from a total weight of 19 kg per m 2 and meeting all the uses and needs of the building and public works in no way requiring borrowing. lifting gear since
  • REPLACEMENT SHEET manipulable by hand.
  • the use of aluminum avoids all corrosion problems and therefore implies an exceptional longevity of use.
  • the easy mounting to r using connecting elements and reception profiles allows ease of use by unskilled labor.
  • the particular shape of the different elements automatically ensures a leveling of square and verticality.
  • the shape of these elements also allows for easy packaging and shipping in the form of a container. These forms therefore benefit from a mechanical assembly within everyone's reach, thus escaping the constraints of a traditional assembly using sophisticated welding techniques and complicated manufacturing.

Abstract

La présente invention concerne une banche de coffrage constituée d'une pluralité d'éléments assemblés. Certains au moins desdits éléments sont constitués chacun par un profilé (1), à base d'aluminium, présentant sur une première face une surface lisse coffrante (2) et comportant des ailettes longitudinales raidisseuses (3,4,5,6) orientées perpendiculairement à la surface coffrante (2) et délimitant latéralement entre elles des cavités (7,8,9) ouvertes sur une seconde face du profilé opposée à ladite première face. The present invention relates to a formwork form consisting of a plurality of assembled elements. Some at less of said elements each consist of a profile (1), based on aluminum, having on a first face a smooth formwork surface (2) and comprising stiffening longitudinal fins (3,4,5,6) oriented perpendicularly to the formwork surface (2) and laterally delimiting between them cavities (7,8,9) open on a second face of the profile opposite to said first face.

AbstractAbstract

The present invention relates to a formwork shutter comprised of a plurality of assembled elements. At least certain of said elements are each comprised of a profiled section (1), made with aluminium, presenting on a first face a smooth formwork surface (2) and comprising longitudinal stiffening wings (3, 4, 5, 6) which are oriented perpendicularly to the formwork surface (2) and delimiting sideways between each other cavities (7, 8, 9) open to a second face of the profiled section opposite to said first face. The present invention relates to a formwork shutter comprised of a plurality of assembled elements. At least certain of said elements are each comprised of a profiled section (1), made with aluminum, presenting on a first face a smooth formwork surface (2) and comprising longitudinal stiffening wings (3, 4, 5, 6) which are oriented perpendicularly to the formwork surface (2) and delimiting sideways between each other cavities (7, 8, 9) open to a second face of the profiled section opposite to said first face.

Description

BANCHE DE COFFRAGE ET PROFILE POUR SA REALISATION FORMWORK BENCH AND PROFILE FOR ITS REALIZATION
La présente invention concerne un profilé constituant un élément de banche de coffrage de béton comportant une surface lisse coffrante dans les coffrages. Les banches utilisées traditionnellement dans les coffrages sont constituées le plus souvent de matériaux lourds tels que le métal ou une ossature externe en acier ou en aluminium recevant une peau en contreplaqué servant de surface coffrante. Ces produits utilisés sont, en général, lourds, difficiles à manoeuvrer et de durée de vie limitée. Leur mise en oeuvre nécessite des moyens de levage importants compte tenu de leur poids et requiert une atten¬ tion toute particulière dans leur montage. Une telle mise en oeuvre nécessite l'emploi d'un matériel coûteux ainsi qu'une main-d'oeuvre hautement qualifée.The present invention relates to a profile constituting a concrete formwork form element comprising a smooth formwork surface in the formwork. The forms traditionally used in formwork are most often made of heavy materials such as metal or an external steel or aluminum frame receiving a plywood skin serving as a formwork surface. These products used are, in general, heavy, difficult to maneuver and have a limited lifespan. Their implementation requires significant lifting means given their weight and requires very special attention in their assembly. Such an implementation requires the use of expensive equipment as well as highly qualified labor.
La présente invention vise à proposer un ensemble de bànches constituées par des éléments assemblables repré¬ sentant une masse peu importante, facilement transportable, permettant une facilité d'emploi par une main-d'oeuvre non spécialisée et évitant d'avoir à faire appel à des moyens de levage peu commodes. On obtient ces banches de concep¬ tion nouvelle par la réalisation d'éléments sous forme d'un alliage d'aluminium très léger et facile à manipuler, la forme de ces éléments étant étudiée pour faciliter un assemblage de ces éléments et constituter une surface coffrante facilement modulable par l'association aussi bien latérale que verticale de ces éléments de banches. L'utili¬ sation de l'aluminium permet d'éviter tous les problèmes de corrosion d'où une longévité exceptionnelle de ce produit. Le recours à un tel matériau évite donc d'avoir à utiliser des moyens de levage et permet le conditionnement simple lorsque de tels éléments doivent être transportés, notamment pour les chantier de travaux publics lointains.The present invention aims to propose a set of tarpaulins constituted by assemblable elements representing a small mass, easily transportable, allowing ease of use by unskilled labor and avoiding having to call upon inconvenient lifting means. These forms of new design are obtained by the production of elements in the form of a very light and easy to handle aluminum alloy, the shape of these elements being studied to facilitate assembly of these elements and constituting a formwork surface. easily adjustable by both lateral and vertical combination of these formwork elements. The use of aluminum makes it possible to avoid all corrosion problems, hence the exceptional longevity of this product. The use of such a material therefore avoids having to use lifting means and allows simple packaging when such elements have to be transported, especially for distant public works.
La présente invention a donc pour objet un profilé constituant un élément de banches à béton comportant une surface lisse coffrante, caractérisé en ce que ledit profilé, réalisé par extrusion d'un alliage d'aluminium, comporte des ailettes raidisseuses longitudinales, perpen- diculaires à la surface coffrante délimitant des cavités ouvertes.The present invention therefore relates to a profile constituting an element of concrete formwork comprising a smooth formwork surface, characterized in that said profile, produced by extrusion of an aluminum alloy, comprises longitudinal stiffening fins, perpendicular to the formwork surface delimiting open cavities.
Avantageusement, deux ailettes situées chacune à une extrémité latérale de la face coffrante ont une section en "C" ouverte vers l'extérieur latéral du profilé.Advantageously, two fins each located at a lateral end of the shuttering face have a "C" section open towards the lateral exterior of the profile.
Selon un premier mode de fabrication, un élément de banches à angle extérieur est réalisé par pliage central longitudinal de la surface coffrante.According to a first manufacturing method, an element of formwork at an external angle is produced by longitudinal central folding of the formwork surface.
Selon un second mode de fabrication, un élément de banches à angle intérieur est réalisé par pliage central longitudinal de la surface coffrante et découpe de deux ailettes centrales.According to a second manufacturing method, a formwork element with an internal angle is produced by longitudinal central folding of the formwork surface and cutting of two central fins.
Selon une caractéristique secondaire de l'inven¬ tion, les. ailettes comportent des renforts longitudinaux constituant chacun un moyen de réception d'une fixation agissant sur un élément de liaison entre deux profilés.According to a secondary characteristic of the invention, the. fins have longitudinal reinforcements each constituting a means for receiving a fixing acting on a connecting element between two sections.
La présente invention englobe également un ensemble de banches pour coffrage de béton comportant une association de profilés telle que précédemment décrite, caractérisé en ce que lesdits éléments de banche sont accolés latéralement par un élément de liaison s'engageant dans l'ouverture en "C" d'une ailette latérale d'un premier élément de banche et dans l'ouverture en "C" d'une ailette latérale d'un second élément, ledit élément de liaison étant bloqué par des organes de fixation auxdits premier et second éléments de banche.The present invention also includes a set of forms for concrete formwork comprising a combination of profiles as previously described, characterized in that said elements of form are joined laterally by a connecting element engaging in the opening in "C" of a lateral fin of a first panel element and in the “C” opening of a lateral fin of a second element, said connecting element being blocked by members for fixing to said first and second form elements .
Selon une autre caractéristique secondaire de cet ensemble de banches, un élément de réception de section en "C" est monté sur les tranches horizontales des éléments de banche par des organes de fixation coopérant avec les renforts situés sur chaque ailette. Avantageusement, un élément de liaison de deux éléments de banche superposés verticalement coopère, d'une part avec un premier élément de réception monté sur la tranche supérieure d'un premier élément de banchejet, d'autre part avec un second élément de réception onté surAccording to another secondary characteristic of this set of formwork, a “C” section receiving element is mounted on the horizontal edges of the formwork elements by fixing members cooperating with the reinforcements located on each fin. Advantageously, a connecting element of two vertically superposed panel elements cooperates, on the one hand with a first receiving element mounted on the upper edge of a first banchejet element, on the other hand with a second receiving element on
_ la tranche supérieure d'un second profilé. !j_ the upper edge of a second profile. ! j
Selon un mode de montage préféré, des éclisses d'acier constituant une pièce raidisseuse de la banche sont fixées transversalement sur les ailettes de chaque profilé élément de banche.According to a preferred mounting method, steel ribs constituting a stiffening part of the form are fixed transversely on the fins of each section element profile.
On décrira maintenant plus en détail une forme de réalisation particulière de l'invention qui en fera mieux comprendre les caractéristiques essentielles et les avantages, étant entendu toutefois que cette forme de réalisation est choisie à titre d'exemple et qu'elle n'est nullement limitative. Sa description est illustrée par les dessins annexés, dans lesquels :A particular embodiment of the invention will now be described in more detail which will make it better understand the essential characteristics and the advantages, it being understood however that this embodiment is chosen by way of example and that it is in no way limiting. Its description is illustrated by the appended drawings, in which:
- La figure 1 est une vue en coupe transversale d'un profilé constituant un élément de banches ; - La figure 2 est une vue en coupe d'un élément constituant un angle extérieur ;- Figure 1 is a cross-sectional view of a profile constituting a formwork element; - Figure 2 is a sectional view of an element constituting an external angle;
- La figure' 3 est une vue en coupe d'un élément constituant un angle intérieur ;- Figure ' 3 is a sectional view of an element constituting an interior angle;
- La figure 4 est une vue en coupe d'éléments accolés latéralement ;- Figure 4 is a sectional view of elements attached sideways;
- La figure 5 est une vue de face d'éléments accolés ;- Figure 5 is a front view of adjoining elements;
- La figure 6 est une vue cavalière de la coopé¬ ration superposée de deux éléments ; - La figure 7 est une vue de la coopération d'éléments de liaison entre deux éléments de banche accolés ;- Figure 6 is a perspective view of the superimposed coopé¬ ration of two elements; - Figure 7 is a view of the cooperation of connecting elements between two joined form elements;
- Et la figure 8 est une vue latérale d'un montage de coffrage utilisant de tels éléments.- And Figure 8 is a side view of a formwork assembly using such elements.
La figure 1 représente en coupe un profilé 1 constituant un élément de banche à béton dont la formeFigure 1 shows in section a profile 1 constituting a concrete sheet element whose shape
FEUÎLLE DE REMPLACEMENT particulière permet un assemblage aisé utilisé pour réaliser le coffrage d'un mur dans les techniques du bâtiment tel que représenté à la figure 8. L'ensemble comporte deux banches 70, 71 dont les faces coffrantes se font face. Ces deux banches sont positionnées à l'aide de tiges 72 traversant les deux surfaces et visant à maintenir un écartement constant entre les deux surfaces coffrantes de chaque élément de banche.REPLACEMENT SHEET particular allows easy assembly used to make the formwork of a wall in building techniques as shown in Figure 8. The assembly includes two forms 70, 71 whose formwork faces face each other. These two forms are positioned using rods 72 passing through the two surfaces and aiming to maintain a constant spacing between the two formwork surfaces of each formwork element.
On explicitera maintenant de manière détaillée la constitution de chaque partie de l'élément de banche comportant des profilés assemblés aussi bien latéralement que verticalement.We will now explain in detail the constitution of each part of the sheet element comprising sections assembled both laterally and vertically.
Le profilé présenté à la figure 1 , est réalisé par extrusion à partir d'un alliage d'aluminium lui donnant une légèreté qui facilite la manutention. La presse utilisée lors de l'opération d'extrusion permet d'obtenir une forme de profilé dont les caractéristiques et les avantages vont être décrits.The profile shown in Figure 1 is made by extrusion from an aluminum alloy giving it a lightness which facilitates handling. The press used during the extrusion operation makes it possible to obtain a shape of profile whose characteristics and advantages will be described.
Le profilé comporte une face plate coffrante 2 d'une épaisseur de 2,5 mm. Perpendiculairement à cette surface coffrante on trouve des ailettes raidisseuses longitudinales 3> 4, 5, 6. Dans un mode de réalisation préféré, la largeur de l'élément présentera une surface de coffrage de 20 cm. Pour une telle largeur, le profilé sera muni de quatre ailettes distribuées sous forme de deux ailettes latérales 3» 6 à chaque extrémité et de deux ailettes centrales 4, 5. Les ailettes centrales 4, 5 ont une section en forme de "T" dont le pied part de la surface coffrante et dont l'extrémité constituée par la barre de tête du "T" est parallèle à la surface coffrante dans le même plan que les deux extrémités des ailettes latérales. Les deux ailettes latérales 3» 6 comportent elles une section en forme de C, l'ouverture étant orientée latéralement vers l'extérieur sur la tranche du profilé. Bien sûr, on comprendra aisément que le nombre d'ailettes raidisseuses centrales pourra varier si l'on élargit laThe profile has a flat formwork face 2 with a thickness of 2.5 mm. Perpendicular to this formwork surface there are longitudinal stiffening fins 3 > 4, 5, 6. In a preferred embodiment, the width of the element will have a formwork surface of 20 cm. For such a width, the profile will be provided with four fins distributed in the form of two lateral fins 3 " 6 at each end and two central fins 4, 5. The central fins 4, 5 have a section in the shape of a" T "of which the foot starts from the formwork surface and whose end formed by the "T" head bar is parallel to the formwork surface in the same plane as the two ends of the lateral fins. The two lateral fins 3 " 6 have a C-shaped section, the opening being oriented laterally outward on the edge of the profile. Of course, we can easily understand that the number of central stiffening fins may vary if we widen the
FEUILLE DE RE P ACE ENT dimension d'un élément afin que les ailettes soient régu¬ lièrement espacées pour donner une tenue à l'ensemble et limiter les efforts s'appliquant sur la surface coffrante. La réalisation par l'extrusion de deux ailettes latérales et de deux ailettes centrales permet de délimiter des cavités ouvertes 7, 8, 9 dont les ouvertures sont situées sur la face du profilé opposée à la surface coffrante en alignement des extrémités arrières des deux ailettes 3, 6 en forme de "C" et des deux ailettes centrales de section en forme de T. Les ailettes latérales 3» 4 de section enRE P ACE ENT SHEET dimension of an element so that the fins are regularly spaced to give resistance to the assembly and limit the forces applied to the formwork surface. The production by the extrusion of two lateral fins and two central fins makes it possible to delimit open cavities 7, 8, 9 whose openings are located on the face of the profile opposite to the formwork surface in alignment with the rear ends of the two fins 3 , 6 in the shape of "C" and the two central fins of T-shaped section. The lateral fins 3 » 4 of section in
"C," sont coulées de manière à ce que leur ouverture 12, 13 soit vers la tranche extérieure du profilé."C," are cast so that their opening 12, 13 is towards the outer edge of the profile.
Dans un mode de réalisation préféré, un élément de banche tel que représenté en coupe à la figure 1 est d'une hauteur de 2,50 m, d'une largeur de 20 cm et d'une épais¬ seur de tranche de 5 cm. Ce profilé est, en outre, muni de renforts longitudinaux 14, 15 situés chacun sur une ailette, constituant une gouttière assurant deux fonc¬ tions ; d'une part un supplément de masse visant à limiter les efforts appliqués à l'élément et éviter ainsi toute rupture et, d'autre part permettre par les ouvertures extrêmes de cette gouttière l'introduction de moyens de fixation tels que des vis afin d'assurer le positionnement d'un profilé de réception qui sera explicité ultérieu- rement. Ces renforts longitudinaux sont alternativement décalés en quinconce dans la succession d'ailettes de manière à ce que lorsqu'on viendra placer ce profilé de réception sur la tranche de ce profilé, des fixations, s'engageant alors dans ces gouttières, ne soient pas alignées et décalent leur pression exercée sur le profilé.In a preferred embodiment, a sheet element as shown in section in FIG. 1 is 2.50 m high, 20 cm wide and 5 cm thick . This profile is, moreover, provided with longitudinal reinforcements 14, 15 each located on a fin, constituting a gutter providing two functions; on the one hand, an additional mass aimed at limiting the forces applied to the element and thus preventing any breakage and, on the other hand, permitting by the extreme openings of this gutter the introduction of fixing means such as screws in order to 'ensure the positioning of a receiving profile which will be explained later. These longitudinal reinforcements are alternately staggered in the succession of fins so that when we come to place this receiving profile on the edge of this profile, fasteners, then engaging in these gutters, are not aligned and offset their pressure exerted on the profile.
La réalisation d'un tel élément pour des dimen¬ sions précédemment citées permet d'obtenir, par l'utili¬ sation d'aluminium un poids de 3,5 kg impliquant de manière unique jusqu'à présent dans le domaine des coffrages, un élément léger facilement manoeuvrable. De plus l'utilisa¬ tion d'aluminium évite tout problème de corrosion donnant ainsi à l'élément une longévité exceptionnelle.The production of such an element for the dimensions mentioned above makes it possible to obtain, by the use of aluminum, a weight of 3.5 kg implying in a unique way hitherto in the field of formwork, a light element easily maneuverable. In addition, the use of aluminum avoids any corrosion problem giving thus to the element an exceptional longevity.
A partir d'un tel élément de base on peut obtenir par une opération simple des éléments de banche complémen¬ taires tels que notamment des profilés d'obtention d'angles externe ou interne. En référence à la figure 2, on obtient un profilé élément de banche réalisant un angle extérieur 20 par un simple pliage longitudinalement au centre de la surface coffrante. Ce milieu de la surface coffrante se trouve dans la cavité centrale 28 et le centre de la surface coffrante coïncide avec l'arête de l'angle à 90 degrés formé par pliage de la surface coffrante 22. Les deux ailettes latérales 23 , 26 ont toujours leur ouverture vers l'extérieur de la tranche du profilé. Les cavités 27 et 29 n'ont pas été modifiées, seule la cavité 28 délimitée par les ailettes centrales 24, 25 a vu son volume augmenté. On retrouve également de la même manière que précédemment évoquée les renforts longitudinaux 14, 15."From such a basic element, it is possible to obtain, by a simple operation, elements of complementary formwork such as in particular profiles for obtaining external or internal angles. Referring to Figure 2, there is obtained a section element profile forming an external angle 20 by a simple folding longitudinally at the center of the formwork surface. This middle of the formwork surface is located in the central cavity 28 and the center of the formwork surface coincides with the edge of the 90-degree angle formed by folding the formwork surface 22. The two lateral fins 23, 26 always have their opening towards the outside of the edge of the profile. The cavities 27 and 29 have not been modified, only the cavity 28 delimited by the central fins 24, 25 has seen its volume increased. We also find in the same way as previously mentioned the longitudinal reinforcements 14, 15. "
La figure 3 présente un profilé élément de banche 30 réalisant un angle intérieur de coffrage. Cet élément d'angle est réalisé à partir de l'élément de base précédem¬ ment évoqué, par un pliage au niveau de la partie médiane longitudinalement de la surface coffrante mais non plus, comme dans le.cas d'un angle extérieur, un pliage impli¬ quant un rapprochement à 90 degrés des deux faces réalisant l'angle ; mais dans ce cas, il s'agit d'un écartement à 90 degrés des deux faces impliquant un mouvement de rapproche¬ ment des deux ailettes latérales. Pour obtenir un pliage vers la partie arrière du profilé en se référant au support des ailettes il est nécessaire de préparer par découpe les deux ailettes centrales afin qu'elles ne viennent pas en butée l'une contre l'autre. Cette découpe s'effectue au niveau du milieu des deux ailettes centrales en forme de "T" de manière à ce que, lorsque l'on plie vers l'intérieur le profilé, les deux parties d'ailettes restantes 34, 35 ne viennent pas bloquer le mouvement. On réalise alors par découpe et pliage un angle intérieur pour le coffrage. La découpe préalable des ailettes implique une suppressionFigure 3 shows a section element profile 30 providing an interior angle of formwork. This corner element is produced from the basic element previously mentioned, by folding at the middle part longitudinally of the formwork surface but no longer, as in the case of an external angle, a folding impli¬ as a bringing 90 degrees of the two faces making the angle; but in this case, it is a separation at 90 degrees from the two faces involving a movement of approximation of the two lateral fins. To obtain a folding towards the rear part of the profile with reference to the support of the fins, it is necessary to prepare by cutting the two central fins so that they do not come into abutment against one another. This cutting takes place at the middle of the two central fins in the shape of a "T" so that, when the profile is folded inwards, the two remaining parts of fins 34, 35 do not come block movement. An interior angle for the formwork is then produced by cutting and folding. The prior cutting of the fins implies a deletion
FEUILLE DE REMPLACEMENT pour l'ailette 34 de la gouttière d'insertion des fixations mais, cependant une gouttière de renfort 14 longitudinale est maintenue sur l'ailette 35. Les deux ailettes latérales de section en forme de "C" sont intactes et leurs ouver- tures sur la tranche sont orientées à 90 degrés l'une par rapport à l'autre.REPLACEMENT SHEET for the fin 34 of the gutter for inserting the fasteners but, however, a longitudinal reinforcement gutter 14 is maintained on the fin 35. The two lateral fins of "C" shaped section are intact and their openings on the edge are oriented 90 degrees to each other.
A partir de l'élément de base délivrant une surface coffrante lisse rectiligne, on peut obtenir facile¬ ment des profilés éléments de banches pour des applications particulières telles que des coffrages en coin. Ce passage à partir de l'élément de base se fait facilement par un simple pliage et éventuellement découpe des ailettes.From the basic element delivering a smooth rectilinear formwork surface, it is easy to obtain profiles of formwork elements for particular applications such as corner formwork. This passage from the base element is easily done by a simple folding and possibly cutting of the fins.
Bien entendu en description des figures 2 et 3 on a décrit la transformation pour obtenir un coffrage d'angle droit mais, on peut facilement comprendre, qu'il serait possible d'obtenir un angle, intermédiaire -obtus ou aigu en limitant le rapprochement par pliage des deux extrémités du profilé.Of course in the description of FIGS. 2 and 3, the transformation has been described to obtain a right angle formwork, but it can easily be understood that it would be possible to obtain an intermediate, obtuse or acute angle by limiting the approach by folding of the two ends of the profile.
A partir d'un profilé élément de banche tel que préalablement décrit, on obtient facilement des surfaces de coffrage importantes par association latérale et par supperposition de ces différents éléments.From a section element profile as previously described, large formwork surfaces are easily obtained by lateral association and by overlapping of these different elements.
La figure 4 montre en coupe une association laté¬ rale de ces divers éléments. Les éléments 50, 51, 52, 53 sont accolés latéralement les uns aux autres de manière à ce que leur surface coffrante soit dans le même plan. Une ailette latérale d'un premier élément coopère avec une ailette latérale d'un second élément de manière à ce que leurs ouvertures se fassent face. Lorsque l'on accole ces ailettes latérales, on obtient un volume fermé dans lequel est inséré un élément de liaison 54, 55, 56 formé par un profilé d'aluminium de section carrée. La figure 7 montre la coopération entre' cet élément de liaison et les extré¬ mités de deux profilés dans lesquels il s'insère. Un premier profilé 50 est accolé par son ailette latérale à unFigure 4 shows in section a lateral association of these various elements. The elements 50, 51, 52, 53 are joined laterally to each other so that their formwork surface is in the same plane. A lateral fin of a first element cooperates with a lateral fin of a second element so that their openings face each other. When these side fins are joined together, a closed volume is obtained in which a connecting element 54, 55, 56 is inserted formed by an aluminum profile of square section. Figure 7 shows the cooperation between ' this connecting element and the ends of two sections in which it is inserted. A first section 50 is attached by its lateral fin to a
FEUILLE DE REMPLACEMENT second profilé 51 au niveau de son ailette latérale. On insère un élément de liaison 62 qui vient en blocage, d'une part au fond de la cavité contre les ailettes et, d'autre part latéralement par les ailes de retour de la section en C, évitant tout débattement d'avant en arrière. Une fois cet élément de liaison inséré dans les deux cavités des ailettes latérales des profilés 50, 51, on fix'e par des vis 63, 64 l'élément de liaison' aux deux profilés d'éléments de banche. Dans un type de réalisation préféré, les fixationsREPLACEMENT SHEET second profile 51 at its lateral fin. A connecting element 62 is inserted which comes into locking, on the one hand at the bottom of the cavity against the fins and, on the other hand laterally by the return wings of the section in C, avoiding any movement from front to back . Once connecting element inserted in the two cavities of the lateral wings of the profiles 50, 51, we fix e by screws 63, 64 the connecting member 'the two profiles form elements. In a preferred embodiment, the fasteners
63, 64 traverseront la surface arrière de l'élément de banche pour atteindre l'élément de liaison 62.63, 64 will pass through the rear surface of the panel element to reach the connecting element 62.
La figure 5 montre un ensemble de profilés élément de banche 50, 51, 52, 53 accolés les uns aux autres tels qu'on les voit en coupe à la figure 4.FIG. 5 shows a set of section element profiles 50, 51, 52, 53 placed side by side as seen in section in FIG. 4.
Après avoir évoqué la coopération latérale des profilés éléments de banche, en se reportant maintenant à la figure 6 on découvrira la manière d'associer par un - agencement vertical les profilés les uns sur les autres. Pour .se faire, on vient placer horizontalement sur la tranche supérieure d'un premier profilé, un élément de réception 42, réalisé par un profilé d'aluminium de section en forme de "C". Sur la face interne arrière de cette section en "C", l'élément de réception est muni d'orifices permettant le passage de fixations qui viennent s'engager dans les renforts longitudinaux situés sur chaque ailette. Ces fixations pourraient être constituées, par exemple, par des vis. Le positionnement de cet élément de réception sur la tranche supérieure de l'élément permet, d'une part une rigidi ication de l'ensemble et, d'autre part reconstitue une forme du profilé comparable à celle située latéralement sur ledit profilé. Sur l'élément de banche qui va être accolé en superposition sur le premier élément préala¬ blement décrit, on viendra fixer sur la tranche inférieure cette fois du profilé, un élément de réception 43 comportant une même section en C. Lorsque les éléments deAfter having mentioned the lateral cooperation of the section element profiles, now referring to FIG. 6, we will discover the way of associating the profiles on each other by a vertical arrangement. To do this, we just place horizontally on the upper edge of a first section, a receiving element 42, produced by an aluminum section section in the shape of "C". On the rear inner face of this “C” section, the receiving element is provided with orifices allowing the passage of fasteners which come to engage in the longitudinal reinforcements situated on each fin. These fixings could be constituted, for example, by screws. The positioning of this receiving element on the upper edge of the element allows, on the one hand a stiffening of the assembly and, on the other hand reconstitutes a shape of the profile comparable to that located laterally on said profile. On the sheet element which is going to be attached in superposition on the first element previously described, there will be fixed on the lower edge this time of the profile, a receiving element 43 having the same section in C. When the elements of
FEUIL réception 42, 43 sont placés sur les tranches inférieure et supérieure des deux éléments de banche à accoler, on vient engager un élément de liaison 44 dans l'ouverture réalisée par la forme en "C" du premier profilé et, de la même manière que préalablement décrite pour des accolements latéraux, cet élément de liaison vient coopérer avec l'autre ouverture de l'élément de réception associé dans la coopération verticale. Il ne restera plus, pour une fixation définitive des deux éléments, qu'à placer des vis traversant la base de la section en "C" et l'élément de liaison. Dans le cas d'un élément profilé de banche pour un angle intérieur ou extérieur, on comprendra aisément que l'élément de liaison a une forme d'équerre ainsi que le profilé réalisant l'élément de réception de manière à permettre une coopération en coin des deux éléments de banche superposés. On peut donc facilement réaliser une banche par association latérale d'un élément de base ainsi que par association verticale. Lorsque l'on a réalisé la totalité de la surface coffrante dont on a besoin, des éclisses d'acier 45 sont positionnées sur la face arrièr'ë des profilés éléments de banche par une fixation sur la tête des ailettes raidisseuses en forme de "T" à l'aide de vis 47.SHEET reception 42, 43 are placed on the lower and upper edges of the two sheet elements to be joined, we just engage a connecting element 44 in the opening made by the "C" shape of the first profile and, in the same way as previously described for lateral attachments, this connecting element cooperates with the other opening of the associated receiving element in the vertical cooperation. It will only remain, for a final fixing of the two elements, to place screws passing through the base of the “C” section and the connecting element. In the case of a section profiled element for an interior or exterior angle, it will easily be understood that the connecting element has a square shape as well as the profile producing the receiving element so as to allow corner cooperation of the two overlapping sheet elements. It is therefore easy to make a panel by lateral association of a basic element as well as by vertical association. When the entire formwork surface has been produced which is required, steel ribs 45 are positioned on the rear face of the section element profiles by a fixing on the head of the stiffening fins in the shape of a "T". "using screws 47.
En se reportant à nouveau à la figure 5 on voit que ces éclisses d'acier 59, 60 coopèrent latéralement avec l'ensemble des profilés éléments de banche accolés. Ces éclisses 59, 60 comportent des ouvertures de passage d'éléments d'écartement coïncidant avec les orifices réalisés dans les cavités délimitées par des ailettes raidisseuses. La tranche supérieure de la banche réalisée est délimitée par un élément de réception 57 et la tranche inférieure par un autre élément de réception 58.Referring again to FIG. 5, it can be seen that these steel ribs 59, 60 cooperate laterally with all of the profiles of joined side panel elements. These ribs 59, 60 have openings for the passage of spacing elements coinciding with the orifices produced in the cavities delimited by stiffening fins. The upper edge of the section produced is delimited by a receiving element 57 and the lower edge by another receiving element 58.
La présente invention permet donc de réaliser des profilés éléments de banche entièrement en aluminium, béné- ficiant d'un poids total de 19 kg au m2 et répondant à tous les usages et besoins du bâtiment et des travaux publics ne nécessitant nullement l'emprunt d'engins de levage puisqueThe present invention therefore makes it possible to produce sectional elements sections entirely of aluminum, benefiting from a total weight of 19 kg per m 2 and meeting all the uses and needs of the building and public works in no way requiring borrowing. lifting gear since
FEUILLE DE REMPLACEMENT manipulables à main d'homme. L'utilisation de l'aluminium évite tous les problèmes de corrosion et donc implique une longévité exceptionnelle d'utilisation. Le montage aisé à lraide des éléments de liaison et des profilés de réception permet une facilité d'emploi par une main-d'oeuvre non qualifiée. La forme particulière des différents éléments assure automatiquement une mise au niveau d'équerre et de verticalité. La forme de ces éléments permet de plus, un conditionnement et une expédition faciles sous forme de container. Ces banches bénéficient donc d'un montage mécanique à la portée de tous, échappant ainsi aux contraintes d'un montage traditionnel faisant appel aux techniques de soudure sophistiquées et de fabrication compliquées.REPLACEMENT SHEET manipulable by hand. The use of aluminum avoids all corrosion problems and therefore implies an exceptional longevity of use. The easy mounting to r using connecting elements and reception profiles allows ease of use by unskilled labor. The particular shape of the different elements automatically ensures a leveling of square and verticality. The shape of these elements also allows for easy packaging and shipping in the form of a container. These forms therefore benefit from a mechanical assembly within everyone's reach, thus escaping the constraints of a traditional assembly using sophisticated welding techniques and complicated manufacturing.
Naturellement, l'invention n'est en rien limitée par.les particularités qui ont été spécifiées dans ce qui précède ou par les détails, du mode de réalisation particu¬ lier choisi pour illustrer l'invention. Toutes sortes de variantes peuvent être apportées à la réalisation particu- lière qui a été décrite à titre d'exemple et à ses éléments constitutifs sans sortir pour autant du cadre de l'inven¬ tion. Cette dernière englobe ainsi tous les moyens consti¬ tuant des équivalents techniques des moyens décrits ainsi que leurs combinaisons.Naturally, the invention is in no way limited by the particulars which have been specified in the foregoing or by the details, of the particular embodiment chosen to illustrate the invention. All kinds of variants can be made to the particular embodiment which has been described by way of example and to its constituent elements without thereby departing from the scope of the invention. The latter thus includes all the means constituting technical equivalents of the means described as well as their combinations.
FEUILLE DE REMPLACEMENT REPLACEMENT SHEET

Claims

REVENDICATIONS
1. Elément de banche de coffrage constitué par un profilé (1), à base d'aluminium, présentant sur une pre¬ mière face une surface lisse coffrante (2) et comportant des ailettes longitudinales raidisseuses (3,4,5,6) orien- tées perpendiculairement à la surface coffrante (2) et délimitant latéralement entre elles des cavités (7,8,9) ouvertes sur une seconde face du profilé opposée à ladite première face, caractérisé en ce que les ailettes (3,4,5,6) comportent des renforts (14,15) longitudinaux formant chacune sur leurs extrémités un moyen de réception creux d'organes de fixation pour des éléments d'assemblage (42, 43,44) desdits profilés.1. Formwork formwork element constituted by a profile (1), based on aluminum, having on a first face a smooth formwork surface (2) and comprising stiffening longitudinal fins (3,4,5,6) oriented perpendicular to the formwork surface (2) and laterally delimiting between them cavities (7,8,9) open on a second face of the profile opposite to said first face, characterized in that the fins (3,4,5 , 6) comprise longitudinal reinforcements (14,15) each forming on their ends a hollow receiving means for fixing members for assembly elements (42, 43,44) of said profiles.
2. Elément de banche selon la revendication 1, caractérisé en ce que lesdits renforts (14,15) sont alter- nativement décalés en quinconce dans la succession des ailettes.2. Panel element according to claim 1, characterized in that said reinforcements (14,15) are alternately staggered in succession in the fins.
3. Elément de banche selon les revendications 1 ou 2, caractérisé en ce que deux ailettes (3,6) du profilé situées chacune à une extrémité latérale de la face coffrante (2) ont une section en "C" ouverte vers l'exté¬ rieur sur la tranche latérale du profilé pour la réception d'un élément de liaison (62) entre deux profilés adjacents dans un agencement horizontal.3. Sheet element according to claims 1 or 2, characterized in that two fins (3,6) of the profile each located at a lateral end of the formwork face (2) have a "C" section open towards the outside ¬ laughing on the lateral edge of the profile for the reception of a connecting element (62) between two adjacent profiles in a horizontal arrangement.
4. Elément de banche selon l'une quelconque des revendications 1 à 3, caractérisé en ce que ledit profilé est conformable en angle extérieur (20) par pliage de la surface coffrante (22) vers l'extérieur au centre entre deux ailettes centrales et conformable en angle intérieur (30) par pliage de la surface coffrante vers l'intérieur entre deux ailettes centrales préalablement découpées longitudinalement.4. formwork element according to any one of claims 1 to 3, characterized in that said profile is conformable at an external angle (20) by folding the formwork surface (22) outwardly in the center between two central fins and conformable to an internal angle (30) by folding the formwork surface inwards between two central fins previously cut longitudinally.
5. Banche de coffrage comportant une pluralité d'éléments assemblés dont certains au moins sont constitués par un élément de banche selon l'une des revendications 1 à 4, caractérisée en ce que lesdits éléments comportent5. Formwork form comprising a plurality of assembled elements, at least some of which consist of a form element according to one of claims 1 to 4, characterized in that said elements comprise
FEUILLE DE REMPLACEMENT plusieurs desdits profilés qui sont accolés latéralement par un élément de liaison (54,55,56) s'engageant dans l'ouverture en "C" d'une ailette latérale d'un premier desdits profilés et dans l'ouverture en "C" d'une ailette latérale d'un second desdits profilés, ledit élément de liaison étant bloqué par des organes de fixation auxdits premier et second profilés, en ce qu'un élément de récep¬ tion (42,43), de section en "C", est monté sur les tranches horizontales des profilés par des organes de fixation coopérant avec les renforts situés sur chaque ailette, et en ce qu'un élément de liaison (44) entre deux profilés superposés verticalement -est en coopération avec d'une part un premier élément de réception (43) monté sur la tranche inférieure d'un profilé supérieur et, d'autre part avec un second élément de réception (42) monté sur la tranche supérieure d'un profilé inférieur (40).REPLACEMENT SHEET several of said profiles which are joined laterally by a connecting element (54, 55, 56) engaging in the opening in "C" of a lateral fin of a first of said profiles and in the opening in "C" of a lateral fin of a second of said profiles, said connecting element being blocked by fastening members to said first and second profiles, in that a receiving element (42,43), of section in "C ", is mounted on the horizontal edges of the profiles by fastening members cooperating with the reinforcements located on each fin, and in that a connecting element (44) between two profiles superimposed vertically -is in cooperation with on the one hand a first receiving element (43) mounted on the lower edge of an upper profile and, on the other hand with a second receiving element (42) mounted on the upper edge of a lower profile (40).
6. Banche selon la revendications 5, caractérisée en ce qu'elle comporte des éclisses d'acier (4$), consti¬ tuant une pièce raidisseuse de la banche, fixées transver- - salement sur les ailettes de chaque profilé.6. Panel according to claim 5, characterized in that it comprises steel ribs ($ 4), constituting a stiffening part of the panel, fixed transversely - dirty on the fins of each profile.
7. Banche selon les revendications 5 ou 6, carac¬ térisée en ce que la surface coffrante dudit profilé est munie d'orifices de passage d'éléments d'écartement (72), lesdits orifices s'ouvrant dans les cavités ouvertes (7,8,9).7. Panel according to claims 5 or 6, charac¬ terized in that the formwork surface of said profile is provided with orifices for passage of spacing elements (72), said orifices opening in the open cavities (7, 8.9).
FEUILLE DE REMPLACEMENT REPLACEMENT SHEET
EP88907710A 1987-09-07 1988-09-02 Formwork shutter and profiled section for its implementation Expired - Lifetime EP0329753B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88907710T ATE63778T1 (en) 1987-09-07 1988-09-02 WALL FORMWORK AND METHODS OF PRODUCTION.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8712365A FR2620155B1 (en) 1987-09-07 1987-09-07 FORMWORK BENCH AND PROFILE FOR ITS REALIZATION
FR8712365 1987-09-07

Publications (2)

Publication Number Publication Date
EP0329753A1 true EP0329753A1 (en) 1989-08-30
EP0329753B1 EP0329753B1 (en) 1991-05-22

Family

ID=9354666

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88907710A Expired - Lifetime EP0329753B1 (en) 1987-09-07 1988-09-02 Formwork shutter and profiled section for its implementation

Country Status (6)

Country Link
US (1) US5102092A (en)
EP (1) EP0329753B1 (en)
JP (1) JPH02500924A (en)
AU (1) AU2322188A (en)
FR (1) FR2620155B1 (en)
WO (1) WO1989002511A1 (en)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE59304935D1 (en) * 1992-04-01 1997-02-13 Rund Stahl Bau Gmbh & Co Formwork panel
JP2603178B2 (en) * 1992-10-28 1997-04-23 日綜産業株式会社 Formwork equipment
US6283439B1 (en) * 1998-01-16 2001-09-04 Feather Lite Innovations, Inc. Wall form panel and method of making the same
GB2340530B (en) * 1998-08-12 2000-08-09 Ozdemir Keskin Aluminium kit formwork composite building system
CH694338A5 (en) * 2000-09-06 2004-11-30 Rene Trottmann Shuttering element for the construction of a building and halbkugelförmigigen process for formwork during its construction.
US6698709B2 (en) * 2001-02-23 2004-03-02 Western Forms, Inc. Concrete forming panel with lightweight frame
MY124213A (en) * 2002-07-25 2006-06-30 Hc Precast System Sdn Bhd Improvements in building methods
FR2846688A1 (en) * 2002-11-06 2004-05-07 Pierre Louis Salas Shuttering panel made from aluminium alloy extrusions has male and female joints along opposite edges
US20040139677A1 (en) * 2002-12-03 2004-07-22 Francesco Mulas Modular system for building structures
GB0605776D0 (en) * 2006-03-22 2006-05-03 Bates Victor Method and apparatus for providing a foundation for a building
CA2668598C (en) * 2009-06-11 2012-05-15 Aluma Systems Inc. Concrete forming panel
DE102009046689A1 (en) * 2009-11-13 2011-05-19 Peri Gmbh An element

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3124858A (en) * 1964-03-17 Blonde
GB273510A (en) * 1926-07-23 1927-07-07 Arthur Earl Troiel Improvements in and relating to plastic wall construction
FR772528A (en) * 1934-04-28 1934-10-31 Metal panels forming vertical formwork for reinforced concrete
CH277909A (en) * 1943-10-05 1951-09-30 William Rumble Roy Formwork.
CH294607A (en) * 1951-08-23 1953-11-30 Aeberli Albert Detachable construction.
FR1219287A (en) * 1958-12-22 1960-05-17 Pour La France Et L Etranger S Improvements to formwork devices
FR2430507A1 (en) * 1978-07-06 1980-02-01 Metodecor Sa Prestressed tubular frame for window shutter - uses tie to correct flexibility obtained by using obtusely angled bi-spigot corner connectors
NO151754C (en) * 1983-01-24 1985-05-29 Helge Boe SYSTEM FORSKALING.
AT390111B (en) * 1984-11-16 1990-03-26 Rund Stahl Bau Gmbh & Co FORMWORK FOR BUILDING BODIES FROM CASTABLE MATERIALS, AS EXAMPLE FOR CONCRETE
US4744541A (en) * 1986-05-12 1988-05-17 Western Forms, Inc. Multiple purpose concrete form
US4915345A (en) * 1987-12-18 1990-04-10 Symons Corporation Concrete forming system for curved walls
US4957272A (en) * 1989-06-23 1990-09-18 Lee Yuan Ho Modular concrete form

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8902511A1 *

Also Published As

Publication number Publication date
WO1989002511A1 (en) 1989-03-23
US5102092A (en) 1992-04-07
FR2620155B1 (en) 1992-09-11
FR2620155A1 (en) 1989-03-10
JPH02500924A (en) 1990-03-29
EP0329753B1 (en) 1991-05-22
AU2322188A (en) 1989-04-17

Similar Documents

Publication Publication Date Title
EP0329753B1 (en) Formwork shutter and profiled section for its implementation
CH621307A5 (en)
EP2725171B1 (en) Fence panel assembled without welding and fence as well as kit comprising such a panel
EP2876231A1 (en) Reservation box for concrete walls or slabs
EP0603091B1 (en) Elements for glass block partitions
EP1749951B1 (en) Permanent formwork element and module for building such an element
EP1915495A1 (en) Board for building a swimming pool and a swimming pool built with said boards
FR2745837A1 (en) SHAPE CONTRACTION DEVICE FOR FLOOR SHAPE MOUNTING
FR2615553A1 (en) Formwork for prismatic concrete elements
EP0943043B1 (en) Wall element for swimming pool with variable curvature
FR2945062A1 (en) FORMWORK SYSTEM FOR PRODUCING CONCRETE WALLS USING PLASTIC PROFILES
EP2568098B1 (en) Prefabricated building block for building steps, in particular for swimming-pool construction
FR2979367A1 (en) Dummy i.e. accessory, for producing e.g. French window in concrete wall of building during construction, has peripheral cross-pieces attached with each other in removable and reversible way by attachment unit and made of aluminum
EP1538273A1 (en) Element of prefabricated permanent workform, module obtained with this workform element and structure made of such modules
EP2453067B1 (en) Permanent formwork panel and permanent formwork block comprising such a panel
EP1921227A1 (en) Modular structure for producing a wall subjected to horizontal pressure when in use, in particular the peripheral wall of a pond
FR2807080A1 (en) Insulating formwork for making concrete wall comprises two parallel insulating panels connected by fasteners and assembled along horizontal joints by rulers inserted in grooves
FR2846688A1 (en) Shuttering panel made from aluminium alloy extrusions has male and female joints along opposite edges
FR2952097A1 (en) Formwork dummy for producing opening of e.g. windows in concrete work, has reinforcement cross piece joined by free ends of cross piece to main frame through end of mechanical connection unit by interlocking and/or elastic strains
FR2836693A1 (en) Funeral vault comprises parallelepiped element defined by annular case, resulting from assembly of vertical longitudinal and side panels, covered by cover
EP1371784A1 (en) Formwork especially for producing solid concrete elements
FR3082273A1 (en) FRAME, PARTICULARLY FOR THE MANUFACTURE OF A PANEL AND ENHANCED WITH SUCH A FRAME
FR3116550A1 (en) Modular building structure
FR2997116A1 (en) Model for realization of opening such as door, in concrete wall, has sealing unit engaging groove to ensure sealing of model in contact with formwork, where sealing unit has anchoring foot whose width is greater than width of narrow part
FR2817889A1 (en) Shuttering assembly, e.g. for concrete base for metal post, has outer rigid frame and fixings to hold frame against inner shell

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19890517

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

17Q First examination report despatched

Effective date: 19900129

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19910522

Ref country code: NL

Effective date: 19910522

Ref country code: AT

Effective date: 19910522

REF Corresponds to:

Ref document number: 63778

Country of ref document: AT

Date of ref document: 19910615

Kind code of ref document: T

REF Corresponds to:

Ref document number: 3862932

Country of ref document: DE

Date of ref document: 19910627

ITF It: translation for a ep patent filed

Owner name: ING. ZINI MARANESI & C. S.R.L.

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Effective date: 19910930

Ref country code: CH

Effective date: 19910930

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: LU

Payment date: 19910930

Year of fee payment: 4

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)
NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
EPTA Lu: last paid annual fee
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Effective date: 19920529

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19920902

Ref country code: GB

Effective date: 19920902

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19930329

Year of fee payment: 5

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19920902

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19930528

Year of fee payment: 5

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Effective date: 19930930

BERE Be: lapsed

Owner name: SALAS PIERRE

Effective date: 19930930

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Effective date: 19940601

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050902