[go: up one dir, main page]

EP1921227A1 - Modular structure for producing a wall subjected to horizontal pressure when in use, in particular the peripheral wall of a pond - Google Patents

Modular structure for producing a wall subjected to horizontal pressure when in use, in particular the peripheral wall of a pond Download PDF

Info

Publication number
EP1921227A1
EP1921227A1 EP07291217A EP07291217A EP1921227A1 EP 1921227 A1 EP1921227 A1 EP 1921227A1 EP 07291217 A EP07291217 A EP 07291217A EP 07291217 A EP07291217 A EP 07291217A EP 1921227 A1 EP1921227 A1 EP 1921227A1
Authority
EP
European Patent Office
Prior art keywords
panel
force
leg
panels
housing
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.)
Withdrawn
Application number
EP07291217A
Other languages
German (de)
French (fr)
Inventor
Jean Lermite
Jacques Lermite
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.)
Lermite SAS
Original Assignee
Lermite SAS
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 Lermite SAS filed Critical Lermite SAS
Publication of EP1921227A1 publication Critical patent/EP1921227A1/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0075—Swimming or splash baths or pools made of concrete
    • E04H4/0087—Swimming or splash baths or pools made of concrete with walls prefabricated and floor cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/0018—Easily movable or transportable swimming pools
    • E04H4/0043—Easily movable or transportable swimming pools mainly made of panels

Definitions

  • the present invention relates to a modular structure for producing a wall undergoing horizontal thrust in service, in particular a peripheral wall of a basin, such as an underground swimming pool, silo or retaining wall, said structure comprising at least panels and struts holding said beams. panels in upright position, in particular against the thrust exerted in service on said panels.
  • An object of the present invention is therefore to provide a modular structure whose design makes it easy to reinforce, using struts, the panels of said structure, regardless of the angle formed by the panels between them.
  • Another object of the present invention is to propose a modular structure whose design makes it easier to put in place the struts and to increase the accuracy of their positioning.
  • the subject of the invention is a modular structure for the production of a wall undergoing horizontal thrusts in service, in particular a peripheral wall of a basin, such as an underground pool, a silo or a retaining wall, said structure comprising at least panels and struts maintaining said panels upright, in particular against the thrust exerted in service on said panels, characterized in that at least one, preferably each panel of the structure comprises, for its connection with a strut, at least two differentiated spaces each forming a housing adapted to receive interlocking the vertical edge of the strut, at least one of said housing housing being in the form of a recess formed on the face of the panel receiving applied the vertical edge of the strut, at least one other said housing of said panel being formed in the assembly area with a pan adjacent water.
  • At least one, preferably each, panel of the structure comprises at least three differentiated spaces each forming a housing, adapted to receive interlocking the vertical edge of the strut, at least two of the housings being formed in the assembly area of the panel with an adjacent panel, said housing being offset according to the thickness of the panel.
  • one of the housing of the panel which is in form a recess formed on the face of the panel receiving applied the vertical edge of the strut, affects the form of a continuous or discontinuous groove extending substantially parallel to the assembly edges of the panel with adjacent panels.
  • This housing disposed at a distance from the assembly edges of the panel, allows reinforcement of the panel in or near its central zone.
  • the modular structure 1, which is the subject of the invention, is more particularly intended for producing a wall subjected, during its use, to horizontal pushing forces.
  • This is the case in particular of the peripheral wall of the pond, in particular of the buried pool, the peripheral wall of the silo or the retaining wall.
  • This structure 1 therefore comprises at least panels 2 generally made of concrete and 3 force legs, also made of concrete, maintaining said panels 2 upright. These legs 3 of force are, in the case of the realization of a pool, positioned on the outer face of the panels 2 so as to prevent the panels 2 to fold under the action of the thrust exerted by the water on said panels after filling the basin.
  • panels 2 and 3 force leg are thus described in the form of elements made of concrete, a realization in terms of synthesis of such elements could also be considered.
  • each panel 2 of the structure 1 comprises, for its connection with a leg 3 of force, at least two differentiated spaces each forming a housing adapted to receive the interlocking voice 7 vertical of the leg 3 of force, any one of said housings being chosen according to the shape adopted by said wall.
  • These housings are offset in the thickness of the panel and / or in the width of the panel.
  • each panel 2 thus comprises, for a strut, three differentiated housing.
  • At least one of the dwellings, represented in 4 to the figures, is in the form of a recess provided on the face 2A of the panel 2 receiving applied to the vertical edge 7 of the leg 3 of force.
  • the face 2B of the panel on which the horizontal thrusts are exerted is itself a right face. This recess here affects the form of a discontinuous groove.
  • At least one other of said housings is formed in the assembly area with an adjacent panel.
  • the assembly area with an adjacent panel comprises, for each panel, two housings 5, 6.
  • the vertical edge of the panel 2 in the assembly area with an adjacent panel is bevelled.
  • the bevelled vertical edge of the panel 2 is profiled to define a succession of steps, each step of a panel forming, with the corresponding step of a panel to be assembled, a housing 5, 6 for receiving the leg 3 of force.
  • the housing thus formed affects the shape of a groove or continuous groove developing along the assembly edge of the panels, this groove being obtained by the cooperation of the steps each delimited by a notch formed each time along an edge joining the panel with an adjacent panel.
  • each panel 2 is equipped with at least six housings of the type described above. above.
  • each housing 4, 5, 6 of a panel has a slightly flared entry of the introduction of the leg 3 force.
  • the interlocking assembly also makes it possible to obtain assembly precision which is facilitated.
  • Each leg 3 of force is in the form of a panel hollowed out with feet 9 of support on the ground.
  • the leg 3 of force has four recesses 8 aligned vertically. The presence of feet at each strut facilitates its support on the ground.
  • Each leg 3 of force still has on its edge 7 vertical application to the panel 2 of the notches 10 intended to match the profile of ribs 24 of reinforcement provided on one side of the panel 2.
  • the panel 2 is, as the illustrates Figure 8, ribbed both vertically and horizontally. These are the horizontal ribs 24 which cooperate with the notches 10 of the leg 3 of force.
  • These same ribs 24 form an interruption of the vertical groove which constitutes the housing 4 for receiving the vertical edge 7 of a leg 3 of force.
  • each leg 3 force is maintained assembled to the panel 2, near its top, by stapling to maintain the panels 2 in the chosen position.
  • These staples 11 are more particularly visible in FIG. 3.
  • This upper formwork is still surmounted by a coping 17. Between formwork and coping is interposed a section 14 generally aluminum. This section 14, which caps the upper edge of the panels 2, is used to receive a liner 15 from covering the inner face of the panel 2 and the bottom of the basin. Between panel 2 and liner 15, it may also be provided a underlay 18. The section 14, which caps the top of the panels 2 to align the panels forming a bridge-type connection between said panels 2, also serves 17. It also serves to retain the panels 2 against the external thrust of the earth when the pool is empty. Finally, it connects the struts and panels to complete the action of staples after assembly.
  • each leg 3 force is maintained assembled to the panel 2 by a section 14 to cap the top of the panel 2 and at least a portion of the top of the leg 3 force.
  • This profile 14 still cooperates via a notch with a hook 16 equipped with reinforcement 23 to form a connection with the top of the profile 13 continuous.
  • the continuous piece used for producing one of the lateral faces of the upper chaining and which is shown in FIGS 13 is in the form of a substantially U-shaped profile, one of the wings of the U being of length less than Another wing of the U.
  • the base of the U is housed in a notch at the top of the leg 3 force.
  • the discontinuous elements forming the bottom forming face chaining are each made in the form of tablet or platinum for example with raised edges as shown in Figure 3.
  • One edge of said tablet is provided with notches intended to cooperate with the vertical ribs of the panel 2 to ensure a wedging of the assembly. Said tablets are inserted each time between two struts whose top is profiled to facilitate insertion with a notch of the continuous element 13 chaining. Once the formwork is complete, it can be filled with concrete.
  • a low chaining 19 made in the form of a mass of concrete.
  • This low chaining is based on a raft shown at 20 in the figures, a reinforcement 21 being again integrated both at the level of the slab and the bottom chaining 19.
  • the mounting of such a structure is carried out in the following order.
  • the panels 2 are brought into erect position and the legs 3 force are positioned at one of the housing of said panels 2 and held in their housing by stapling.
  • the aluminum profile 14 which covers both the top of the panel and the strut and which serves for receiving the liner 15 is positioned.
  • the elements of the upper chaining are then put in place.
  • the concrete 22 can be cast to maintain the assembly in position.
  • drainage elements can be provided. These elements will not be described in more detail because they are well known to those skilled in the art.
  • FIGS. 1 and 2 illustrate some possibilities of assembling said panels together and positioning of the struts either at the level of the assembly zone between panels, or at the level of the face of the receiving panel by applying the vertical edge of the strenght leg.
  • This multiplication of housing allows to multiply the forms of walls.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

The structure has macpherson struts (3) for holding panels (2) in an erected position, and two different spaces forming housings (4-6) to receive a vertical edge (7) of the struts for connecting the panels with the struts. Housing (4) is in the form of a recess arranged on a surface (2A) of the panels receiving the edge. Housings (5, 6) are arranged in an assembling zone with an adjacent panel, and are shifted forward according to thickness of the panels.

Description

La présente invention concerne une structure modulaire pour la réalisation de paroi subissant en service des poussées horizontales, notamment paroi périphérique de bassin, tel que piscine enterrée, silo ou mur de soutènement, ladite structure comprenant au moins des panneaux et des jambes de force maintenant lesdits panneaux en position dressée, en particulier à l'encontre de la poussée exercée en service sur lesdits panneaux.The present invention relates to a modular structure for producing a wall undergoing horizontal thrust in service, in particular a peripheral wall of a basin, such as an underground swimming pool, silo or retaining wall, said structure comprising at least panels and struts holding said beams. panels in upright position, in particular against the thrust exerted in service on said panels.

Une telle structure, notamment pour la réalisation de piscine enterrée, est décrite dans la demande de brevet FR-A-2.574.103 . Jusqu'à présent, la jambe de force, qu'elle soit en métal ou en plastique, vient se positionner par son chant vertical en applique sur ledit panneau. Il en résulte deux inconvénients majeurs, à savoir d'une part l'impossibilité de positionner de manière précise et reproductible ladite jambe de force par rapport au panneau, d'autre part l'impossibilité de disposer les panneaux suivant une disposition non alignée, la zone de liaison entre panneaux ne pouvant pas dans ce cas être renforcée.Such a structure, in particular for the realization of buried pool, is described in the patent application FR-A-2574103 . Until now, the strut, whether metal or plastic, is positioned by its vertical edge applied to said panel. This results in two major disadvantages, namely on the one hand the impossibility of positioning accurately and reproducibly said strut relative to the panel, on the other hand the impossibility of arranging the panels in a non-aligned arrangement, the connection area between panels can not be strengthened in this case.

Il est également connu, à travers les documents US-4.464.802 et US-4.115.977 de positionner une jambe de force au niveau de la zone d'assemblage entre deux panneaux. La configuration de la liaison entre jambe de force et panneau empêche toute variation de l'angle formé entre deux panneaux adjacents. Par ailleurs, rien ne suggère de placer la jambe de force en des endroits différents du panneau fonction de la forme de la paroi à obtenir.He is also known, through the documents US 4464802 and US 4115977 to position a strut at the assembly area between two panels. The configuration of the connection between the strut and the panel prevents any variation of the angle formed between two adjacent panels. Moreover, nothing suggests placing the strut at different locations of the panel depending on the shape of the wall to obtain.

Un but de la présente invention est donc de proposer une structure modulaire dont la conception permet de renforcer aisément, à l'aide de jambe de force, les panneaux de ladite structure, quel que soit l'angle formé par les panneaux entre eux.An object of the present invention is therefore to provide a modular structure whose design makes it easy to reinforce, using struts, the panels of said structure, regardless of the angle formed by the panels between them.

Un autre but de la présente invention est de proposer une structure modulaire dont la conception permet de faciliter la mise en place des jambes de force et d'accroître la précision de leur positionnement.Another object of the present invention is to propose a modular structure whose design makes it easier to put in place the struts and to increase the accuracy of their positioning.

A cet effet, l'invention a pour objet une structure modulaire pour la réalisation de paroi subissant en service des poussées horizontales, notamment paroi périphérique de bassin, tel que piscine enterrée, silo ou mur de soutènement, ladite structure comprenant au moins des panneaux et des jambes de force maintenant lesdits panneaux en position dressée, en particulier à l'encontre de la poussée exercée en service sur lesdits panneaux, caractérisée en ce qu'au moins un, de préférence chaque panneau de la structure comporte, pour sa liaison avec une jambe de force, au moins deux espaces différenciés formant chacun un logement apte à recevoir à emboîtement le chant vertical de la jambe de force, au moins l'un des logements dudit panneau se présentant sous forme d'un évidement ménagé sur la face du panneau recevant en applique le chant vertical de la jambe de force, au moins un autre desdits logements dudit panneau étant ménagé dans la zone d'assemblage avec un panneau adjacent.For this purpose, the subject of the invention is a modular structure for the production of a wall undergoing horizontal thrusts in service, in particular a peripheral wall of a basin, such as an underground pool, a silo or a retaining wall, said structure comprising at least panels and struts maintaining said panels upright, in particular against the thrust exerted in service on said panels, characterized in that at least one, preferably each panel of the structure comprises, for its connection with a strut, at least two differentiated spaces each forming a housing adapted to receive interlocking the vertical edge of the strut, at least one of said housing housing being in the form of a recess formed on the face of the panel receiving applied the vertical edge of the strut, at least one other said housing of said panel being formed in the assembly area with a pan adjacent water.

Le fait, pour au moins certains panneaux de la structure, de comporter, pour leur liaison avec une jambe de force, au moins deux logements de réception à emboîtement de ladite jambe de force, ces logements étant décalés au moins dans la largeur dudit panneau, prise le long d'une ligne reliant entre eux les bords d'assemblage du panneau à des panneaux adjacents, permet de multiplier les possibilités d'assemblage de la jambe de force au panneau tout en facilitant cet assemblage du fait d'une liaison à emboîtement. Il en résulte un montage simplifié de l'ensemble.The fact, for at least some panels of the structure, to include, for their connection with a strut, at least two receiving receptacles interlocking said strut, these housings being offset at least in the width of said panel, taken along a line connecting the assembly edges of the panel to adjacent panels, makes it possible to multiply the possibilities of assembling the strut to the panel while facilitating this assembly due to an interlocking connection . This results in a simplified assembly of the assembly.

Selon un mode de réalisation préférée de l'invention, au moins un, de préférence chaque, panneau de la structure comporte au moins trois espaces différenciés formant chacun un logement, apte à recevoir à emboîtement le chant vertical de la jambe de force, au moins deux des logements étant ménagés dans la zone d'assemblage du panneau avec un panneau adjacent, lesdits logements étant décalés suivant l'épaisseur du panneau.According to a preferred embodiment of the invention, at least one, preferably each, panel of the structure comprises at least three differentiated spaces each forming a housing, adapted to receive interlocking the vertical edge of the strut, at least two of the housings being formed in the assembly area of the panel with an adjacent panel, said housing being offset according to the thickness of the panel.

De préférence, l'un des logements du panneau, qui se présente sous forme d'un évidement ménagé sur la face du panneau recevant en applique le chant vertical de la jambe de force, affecte la forme d'une rainure continue ou discontinue s'étendant sensiblement parallèlement aux bords d'assemblage du panneau avec des panneaux adjacents. Ce logement, disposé à distance des bords d'assemblage du panneau, permet un renfort du panneau dans ou au voisinage de sa zone médiane.Preferably, one of the housing of the panel, which is in form a recess formed on the face of the panel receiving applied the vertical edge of the strut, affects the form of a continuous or discontinuous groove extending substantially parallel to the assembly edges of the panel with adjacent panels. This housing, disposed at a distance from the assembly edges of the panel, allows reinforcement of the panel in or near its central zone.

L'invention sera bien comprise à la lecture de la description suivante d'exemples de réalisation, en référence aux dessins annexés dans lesquels :

  • la figure 1 représente une vue partielle de dessus d'un assemblage entre panneau et jambe de force conforme à l'invention ;
  • la figure 2 représente une vue partielle de dessus d'un autre mode de réalisation d'un assemblage ;
  • la figure 3 représente une vue partielle en perspective en position éclatée de certains éléments d'une structure modulaire conforme à l'invention ;
  • la figure 4 représente une vue partielle en perspective d'une structure modulaire à l'état assemblé des éléments la constituant ;
  • la figure 5 représente une vue partielle en coupe de la partie supérieure de la structure modulaire au niveau de la zone de coffrage de ladite structure ;
  • la figure 6 représente une vue schématique de côté d'une structure modulaire conforme à l'invention ;
  • la figure 7 représente une vue en perspective d'une jambe de force conforme à l'invention ;
  • la figure 8 représente une vue en perspective d'un panneau conforme à l'invention et
  • la figure 9 représente une vue en coupe transversale du panneau de la figure 8.
The invention will be better understood on reading the following description of exemplary embodiments, with reference to the appended drawings in which:
  • Figure 1 shows a partial view from above of an assembly between panel and strut according to the invention;
  • FIG. 2 represents a partial view from above of another embodiment of an assembly;
  • 3 shows a partial perspective view in exploded position of certain elements of a modular structure according to the invention;
  • Figure 4 shows a partial perspective view of a modular structure in the assembled state of the constituent elements;
  • Figure 5 shows a partial sectional view of the upper part of the modular structure at the formwork area of said structure;
  • Figure 6 shows a schematic side view of a modular structure according to the invention;
  • Figure 7 shows a perspective view of a strut according to the invention;
  • FIG. 8 represents a perspective view of a panel according to the invention and
  • FIG. 9 represents a cross-sectional view of the panel of FIG. 8.

Comme mentionné ci-dessus, la structure 1 modulaire, objet de l'invention, est plus particulièrement destinée à la réalisation de paroi soumise, lors de son utilisation, à des forces de poussées horizontales. Tel est le cas notamment de la paroi périphérique de bassin, en particulier de piscine enterrée, de paroi périphérique de silo ou de mur de soutènement. Cette structure 1 comporte donc au moins des panneaux 2 généralement réalisés en béton et des jambes 3 de force, également réalisées en béton, maintenant lesdits panneaux 2 en position dressée. Ces jambes 3 de force sont, dans le cas de la réalisation d'une piscine, positionnées côté face externe des panneaux 2 de manière à empêcher les panneaux 2 de se coucher sous l'action de la poussée exercée par l'eau sur lesdits panneaux après remplissage du bassin.As mentioned above, the modular structure 1, which is the subject of the invention, is more particularly intended for producing a wall subjected, during its use, to horizontal pushing forces. This is the case in particular of the peripheral wall of the pond, in particular of the buried pool, the peripheral wall of the silo or the retaining wall. This structure 1 therefore comprises at least panels 2 generally made of concrete and 3 force legs, also made of concrete, maintaining said panels 2 upright. These legs 3 of force are, in the case of the realization of a pool, positioned on the outer face of the panels 2 so as to prevent the panels 2 to fold under the action of the thrust exerted by the water on said panels after filling the basin.

Bien que panneaux 2 et jambe 3 de force soient ainsi décrits sous forme d'éléments réalisés en béton, une réalisation en matière de synthèse de tels éléments aurait également pu être envisagée.Although panels 2 and 3 force leg are thus described in the form of elements made of concrete, a realization in terms of synthesis of such elements could also be considered.

De manière caractéristique à l'invention, au moins un, de préférence chaque panneau 2 de la structure 1 comporte, pour sa liaison avec une jambe 3 de force, au moins deux espaces différenciés formant chacun un logement apte à recevoir à emboîtement le chant 7 vertical de la jambe 3 de force, l'un quelconque desdits logements étant choisi en fonction de la forme adoptée par ladite paroi. Ces logements sont décalés dans l'épaisseur du panneau et/ou dans la largeur du panneau.Characteristically to the invention, at least one, preferably each panel 2 of the structure 1 comprises, for its connection with a leg 3 of force, at least two differentiated spaces each forming a housing adapted to receive the interlocking voice 7 vertical of the leg 3 of force, any one of said housings being chosen according to the shape adopted by said wall. These housings are offset in the thickness of the panel and / or in the width of the panel.

Dans les exemples représentés, les logements sont désignés par les références 4, 5 et 6. Chaque panneau 2 comporte ainsi, pour une jambe de force, trois logements différenciés. Au moins l'un des logements, représenté en 4 aux figures, se présente sous forme d'un évidement ménagé sur la face 2A du panneau 2 recevant en applique le chant 7 vertical de la jambe 3 de force. La face 2B du panneau sur laquelle s'exercent les poussées horizontales est quant à elle une face droite. Cet évidement affecte ici la forme d'une rainure discontinue. Au moins un autre desdits logements est ménagé dans la zone d'assemblage avec un panneau adjacent.In the examples shown, the housings are designated by references 4, 5 and 6. Each panel 2 thus comprises, for a strut, three differentiated housing. At least one of the dwellings, represented in 4 to the figures, is in the form of a recess provided on the face 2A of the panel 2 receiving applied to the vertical edge 7 of the leg 3 of force. The face 2B of the panel on which the horizontal thrusts are exerted is itself a right face. This recess here affects the form of a discontinuous groove. At least one other of said housings is formed in the assembly area with an adjacent panel.

Dans le mode de réalisation représenté, la zone d'assemblage avec un panneau adjacent comporte, pour chaque panneau, deux logements 5, 6. Ainsi, le chant vertical du panneau 2 dans la zone d'assemblage avec un panneau adjacent est biseauté. Le chant vertical biseauté du panneau 2 est profilé pour définir une succession de marches, chaque marche d'un panneau formant, avec la marche correspondante d'un panneau à assembler, un logement 5, 6 de réception de la jambe 3 de force. Le logement ainsi ménagé affecte la forme d'une rainure ou gorge continue se développant le long du bord d'assemblage des panneaux, cette gorge étant obtenue par la coopération des marches délimitées chacune par une encoche ménagée à chaque fois le long d'un bord d'assemblage du panneau avec un panneau adjacent. Les logements 5 et 6 sont donc décalés suivant l'épaisseur dudit panneau 2 tandis que les logements 4 d'une part et 5, 6 d'autre part sont décalés suivant une direction transversale aux bords d'assemblage du panneau dite largeur dudit panneau. Il existe donc trois possibilités d'assemblage de la jambe 3 de force au panneau 2. Comme chaque panneau 2 est généralement assemblé à deux jambes 3 de force, chaque panneau 2 est équipé d'au moins six logements du type de ceux décrits ci-dessus.In the embodiment shown, the assembly area with an adjacent panel comprises, for each panel, two housings 5, 6. Thus, the vertical edge of the panel 2 in the assembly area with an adjacent panel is bevelled. The bevelled vertical edge of the panel 2 is profiled to define a succession of steps, each step of a panel forming, with the corresponding step of a panel to be assembled, a housing 5, 6 for receiving the leg 3 of force. The housing thus formed affects the shape of a groove or continuous groove developing along the assembly edge of the panels, this groove being obtained by the cooperation of the steps each delimited by a notch formed each time along an edge joining the panel with an adjacent panel. The housings 5 and 6 are offset along the thickness of said panel 2 while the housing 4 on the one hand and 5, 6 on the other hand are offset in a direction transverse to the assembly edges of said panel width of said panel. There are therefore three possibilities for joining the leg 3 to the panel 2. As each panel 2 is generally assembled with two legs 3 of force, each panel 2 is equipped with at least six housings of the type described above. above.

Pour faciliter la mise en place d'une jambe de force et son assemblage au panneau 2, chaque logement 4, 5, 6 d'un panneau possède une entrée légèrement évasée d'introduction de la jambe 3 de force. Le montage à emboîtement permet par ailleurs d'obtenir une précision de l'assemblage qui est facilité.To facilitate the installation of a strut and its assembly to the panel 2, each housing 4, 5, 6 of a panel has a slightly flared entry of the introduction of the leg 3 force. The interlocking assembly also makes it possible to obtain assembly precision which is facilitated.

Chaque jambe 3 de force se présente quant à elle sous forme d'un panneau évidé équipé de pieds 9 d'appui au sol. Dans la figure 7, la jambe 3 de force comporte quatre évidements 8 alignés verticalement. La présence de pieds au niveau de chaque jambe de force facilite son appui au sol. Chaque jambe 3 de force comporte encore sur son chant 7 vertical d'application au panneau 2 des encoches 10 destinées à épouser le profil de nervures 24 de renforcement ménagées sur une face du panneau 2. En effet, le panneau 2 est, comme l'illustre la figure 8, nervuré à la fois verticalement et horizontalement. Ce sont les nervures 24 horizontales qui viennent coopérer avec les encoches 10 de la jambe 3 de force. Ces mêmes nervures 24 forment une interruption de la rainure verticale qui constitue le logement 4 de réception du chant 7 vertical d'une jambe 3 de force.Each leg 3 of force is in the form of a panel hollowed out with feet 9 of support on the ground. In Figure 7, the leg 3 of force has four recesses 8 aligned vertically. The presence of feet at each strut facilitates its support on the ground. Each leg 3 of force still has on its edge 7 vertical application to the panel 2 of the notches 10 intended to match the profile of ribs 24 of reinforcement provided on one side of the panel 2. Indeed, the panel 2 is, as the illustrates Figure 8, ribbed both vertically and horizontally. These are the horizontal ribs 24 which cooperate with the notches 10 of the leg 3 of force. These same ribs 24 form an interruption of the vertical groove which constitutes the housing 4 for receiving the vertical edge 7 of a leg 3 of force.

Une fois les jambes 3 de force amenées en position au niveau du panneau 2, chaque jambe 3 de force est maintenue assemblée au panneau 2, au voisinage de son sommet, par agrafage pour maintenir les panneaux 2 dans la position choisie. Ces agrafes 11 sont plus particulièrement visibles à la figure 3. Une fois les jambes et les panneaux positionnés, il peut être prévu, au voisinage du sommet de la jambe 3 de force, un coffrage dont la face formant fond est formée d'éléments 12 discontinus tandis que l'une des faces latérales du coffrage est formée d'un profilé 13 continu, la face opposée étant constituée par le panneau 2. Ce coffrage supérieur fait office de joint de dilatation entre le bassin et la plage de la piscine. Par ailleurs, comme ce coffrage supérieur est de largeur inférieure aux dimensions de la jambe de force, celle-ci présente une portion en saillie du coffrage formant surface d'appui de la plage de la piscine. Il est ainsi possible de couler immédiatement les plages sans avoir à attendre un tassement de remblai comme dans l'état de la technique. Ce coffrage supérieur est encore surmonté par une margelle 17. Entre coffrage et margelle est interposé un profilé 14 généralement en aluminium. Ce profilé 14, qui vient coiffer le bord supérieur des panneaux 2, sert à la réception d'un liner 15 venant recouvrir la face interne du panneau 2 et le fond du bassin. Entre panneau 2 et liner 15, il peut également être prévue une thibaude 18. Le profilé 14, qui vient coiffer le sommet des panneaux 2 pour aligner les panneaux en formant une liaison de type pont entre lesdits panneaux 2, sert également de surface d'appui à la margelle 17. Il sert par ailleurs à retenir les panneaux 2 contre la poussée extérieure de la terre lorsque la piscine est vide. Enfin, il relie les jambes de force et les panneaux pour parachever l'action des agrafes après le montage. A cet effet, chaque jambe 3 de force est maintenue assemblée au panneau 2 par un profilé 14 venant coiffer le sommet du panneau 2 et au moins une partie du sommet de la jambe 3 de force. Ce profilé 14 coopère encore par l'intermédiaire d'une encoche avec un crochet 16 équipé de ferraillages 23 pour former une liaison avec le sommet du profilé 13 continu. La pièce continue servant à la réalisation d'une des faces latérales du chaînage supérieur et qui est représentée en 13 aux figures se présente sous forme d'un profilé sensiblement en U, l'une des ailes du U étant de longueur inférieure à l'autre aile du U. La base du U vient se loger dans une encoche ménagée au sommet de la jambe 3 de force. Les éléments 12 discontinus formant la face formant fond du chaînage sont quant à eux réalisés chacun sous forme de tablette ou de platine par exemple à bords relevés comme l'illustre la figure 3. L'un des bords de ladite tablette est muni d'encoches destinées à coopérer avec les nervures verticales du panneau 2 pour assurer un calage de l'ensemble. Lesdites tablettes s'insèrent à chaque fois entre deux jambes de force dont le sommet est profilé pour faciliter l'insertion à l'aide d'une encoche de l'élément 13 continu du chaînage. Une fois le coffrage achevé, celui-ci peut être rempli de béton.Once the legs 3 force brought into position at the level of the panel 2, each leg 3 force is maintained assembled to the panel 2, near its top, by stapling to maintain the panels 2 in the chosen position. These staples 11 are more particularly visible in FIG. 3. Once the legs and the panels have been positioned, it is possible, near the top of the leg 3 of force, to form a form whose bottom face is formed of elements 12 discontinuous while one of the lateral faces of the formwork is formed of a continuous profile 13, the opposite face being constituted by the panel 2. This upper formwork serves as an expansion joint between the pool and the beach of the pool. Moreover, as this upper formwork is of smaller width than the dimensions of the strut, it has a protruding portion of the formwork forming the bearing surface of the pool area. It is thus possible to sink the beaches immediately without having to wait for a settlement of embankment as in the state of the art. This upper formwork is still surmounted by a coping 17. Between formwork and coping is interposed a section 14 generally aluminum. This section 14, which caps the upper edge of the panels 2, is used to receive a liner 15 from covering the inner face of the panel 2 and the bottom of the basin. Between panel 2 and liner 15, it may also be provided a underlay 18. The section 14, which caps the top of the panels 2 to align the panels forming a bridge-type connection between said panels 2, also serves 17. It also serves to retain the panels 2 against the external thrust of the earth when the pool is empty. Finally, it connects the struts and panels to complete the action of staples after assembly. For this purpose, each leg 3 force is maintained assembled to the panel 2 by a section 14 to cap the top of the panel 2 and at least a portion of the top of the leg 3 force. This profile 14 still cooperates via a notch with a hook 16 equipped with reinforcement 23 to form a connection with the top of the profile 13 continuous. The continuous piece used for producing one of the lateral faces of the upper chaining and which is shown in FIGS 13 is in the form of a substantially U-shaped profile, one of the wings of the U being of length less than Another wing of the U. The base of the U is housed in a notch at the top of the leg 3 force. The discontinuous elements forming the bottom forming face chaining are each made in the form of tablet or platinum for example with raised edges as shown in Figure 3. One edge of said tablet is provided with notches intended to cooperate with the vertical ribs of the panel 2 to ensure a wedging of the assembly. Said tablets are inserted each time between two struts whose top is profiled to facilitate insertion with a notch of the continuous element 13 chaining. Once the formwork is complete, it can be filled with concrete.

Au niveau de la partie inférieure de la jambe 3 de force, cette dernière est maintenue en position à l'aide d'un chaînage bas 19 réalisé sous forme d'un amas de béton. Ce chaînage bas repose sur un radier représenté en 20 aux figures, un ferraillage 21 étant à nouveau intégré à la fois au niveau du radier et du chaînage bas 19.At the lower part of the leg 3 of force, the latter is held in position by means of a low chaining 19 made in the form of a mass of concrete. This low chaining is based on a raft shown at 20 in the figures, a reinforcement 21 being again integrated both at the level of the slab and the bottom chaining 19.

Le montage d'une telle structure s'effectue dans l'ordre suivant. Dans un premier temps, les panneaux 2 sont amenés en position dressée puis les jambes 3 de force sont positionnées au niveau de l'un des logements desdits panneaux 2 et maintenus dans leur logement par agrafage. Une fois la paroi achevée, le profilé alu 14 qui coiffe à la fois le sommet du panneau et de la jambe de force et qui sert à la réception du liner 15 est positionné. Les éléments du chaînage supérieur sont ensuite mis en place. Une fois leur assemblage réalisé, le béton 22 peut être coulé pour assurer un maintien de l'ensemble en position. Bien évidemment, des éléments de drainage peuvent être prévus. Ces éléments ne seront pas décrits plus en détail car ils sont bien connus à ceux versés dans cet art.The mounting of such a structure is carried out in the following order. At first, the panels 2 are brought into erect position and the legs 3 force are positioned at one of the housing of said panels 2 and held in their housing by stapling. Once the wall is completed, the aluminum profile 14 which covers both the top of the panel and the strut and which serves for receiving the liner 15 is positioned. The elements of the upper chaining are then put in place. Once assembled, the concrete 22 can be cast to maintain the assembly in position. Of course, drainage elements can be provided. These elements will not be described in more detail because they are well known to those skilled in the art.

Grâce à la conception de la structure modulaire et en particulier à la pluralité de logements au niveau desdits panneaux servant à la réception des jambes de force, il en résulte la possibilité d'adopter un grand nombre de configurations au niveau de la paroi. Les figures 1 et 2 illustrent quelques possibilités d'assemblage desdits panneaux entre eux et de positionnement des jambes de force soit au niveau de la zone d'assemblage entre panneaux, soit au niveau de la face du panneau recevant en applique le chant vertical de la jambe de force. Cette multiplication des logements permet de multiplier les formes de parois.Thanks to the design of the modular structure and in particular to the plurality of housings at said panels for receiving the struts, this results in the possibility of adopting a large number of configurations at the wall. FIGS. 1 and 2 illustrate some possibilities of assembling said panels together and positioning of the struts either at the level of the assembly zone between panels, or at the level of the face of the receiving panel by applying the vertical edge of the strenght leg. This multiplication of housing allows to multiply the forms of walls.

Claims (10)

Structure (1) modulaire pour la réalisation de paroi subissant en service des poussées horizontales, notamment paroi périphérique de bassin, tel que piscine enterrée, silo ou mur de soutènement, ladite structure (1) comprenant au moins des panneaux (2) et des jambes (3) de force maintenant lesdits panneaux (2) en position dressée, en particulier à l'encontre de la poussée exercée en service sur lesdits panneaux (2),
caractérisée en ce qu'au moins un, de préférence chaque panneau (2) de la structure (1) comporte, pour sa liaison avec une jambe (3) de force, au moins deux espaces différenciés formant chacun un logement (4, 5, 6) apte à recevoir à emboîtement le chant (7) vertical de la jambe (3) de force, au moins l'un (4) des logements (4, 5, 6) dudit panneau (2) se présentant sous forme d'un évidement ménagé sur la face (2A) du panneau (2) recevant en applique le chant (7) vertical de la jambe (3) de force, au moins un autre (5, 6) desdits logements (4, 5, 6) dudit panneau (2) étant ménagé dans la zone d'assemblage avec un panneau adjacent.Structure (1) for modular wall construction undergoing horizontal thrust in service, including peripheral wall basin, such as inground pool, silo or retaining wall, said structure (1) comprising at least panels (2) and legs (3) by force maintaining said panels (2) in erected position, in particular against the thrust exerted in service on said panels (2),
characterized in that at least one, preferably each panel (2) of the structure (1) comprises, for its connection with a leg (3) of force, at least two differentiated spaces each forming a housing (4, 5, 6) adapted to receive interlocking the edge (7) vertical force leg (3), at least one (4) of the housing (4, 5, 6) of said panel (2) being in the form of a recess formed on the face (2A) of the panel (2) receiving applied the vertical edge (7) of the leg (3) force, at least one other (5, 6) of said housing (4, 5, 6) said panel (2) being formed in the assembly area with an adjacent panel. Structure (1) modulaire selon la revendication 1,
caractérisée en ce qu'au moins un, de préférence chaque, panneau (2) de la structure (1) comporte au moins trois espaces différenciés formant chacun un logement, apte à recevoir à emboîtement le chant (7) vertical de la jambe (3) de force, au moins deux des logements (4, 5, 6) étant ménagés dans la zone d'assemblage du panneau avec un panneau adjacent, lesdits logements (5, 6) étant décalés suivant l'épaisseur du panneau (2).Modular structure (1) according to claim 1,
characterized in that at least one, preferably each, panel (2) of the structure (1) comprises at least three differentiated spaces each forming a housing, adapted to receive interlockingly the vertical edge (7) of the leg (3). ) of force, at least two of the housings (4, 5, 6) being formed in the assembly area of the panel with an adjacent panel, said housing (5, 6) being offset according to the thickness of the panel (2). Structure (1) modulaire selon l'une des revendications 1 et 2,
caractérisée en ce que le chant vertical du panneau (2) dans la zone d'assemblage avec un panneau adjacent est biseauté.Structure (1) modular according to one of claims 1 and 2,
characterized in that the vertical edge of the panel (2) in the assembly area with an adjacent panel is bevelled. Structure (1) modulaire selon la des revendication 3,
caractérisée en ce que le chant vertical biseauté du panneau (2) est profilé pour définir une succession de marches, chaque marche d'un panneau formant, avec la marche correspondante d'un panneau à assembler, un logement (5, 6) de réception de la jambe (3) de force.Modular structure (1) according to claim 3,
characterized in that the bevelled vertical edge of the panel (2) is profiled to define a succession of steps, each step of a panel forming, with the corresponding step of a panel to be assembled, a housing (5, 6) for receiving the leg (3) force. Structure (1) modulaire selon l'une des revendications 1 à 4,
caractérisée en ce que l'un (4) des logements (4, 5, 6) du panneau (2), qui se présente sous forme d'un évidement ménagé sur la face (2A) du panneau (2) recevant en applique le chant (7) vertical de la jambe (3) de force, affecte la forme d'une rainure continue ou discontinue s'étendant sensiblement parallèlement aux bords d'assemblage du panneau (2) avec des panneaux adjacents.Modular structure (1) according to one of Claims 1 to 4,
characterized in that one (4) of the housing (4, 5, 6) of the panel (2), which is in the form of a recess formed on the face (2A) of the panel (2) receiving the applied vertical edge (7) of the leg (3) of force, in the form of a continuous or discontinuous groove extending substantially parallel to the assembly edges of the panel (2) with adjacent panels. Structure (1) modulaire selon l'une des revendications 1 à 5,
caractérisée en ce que chaque jambe (3) de force se présente sous forme d'un panneau évidé équipé de pieds (9) d'appui au sol.Modular structure (1) according to one of Claims 1 to 5,
characterized in that each leg (3) of force is in the form of a recessed panel equipped with feet (9) ground support. Structure (1) modulaire selon l'une des revendications 1 à 6,
caractérisée en ce que chaque jambe (3) de force comporte sur son chant (7) vertical d'application au panneau (2) des encoches (10) destinées à épouser le profil de nervures (24) de renforcement ménagées sur une face du panneau (2).Structure (1) modular according to one of claims 1 to 6,
characterized in that each leg (3) of force has on its edge (7) vertical application to the panel (2) notches (10) intended to match the profile of ribs (24) of reinforcement formed on one side of the panel (2). Structure (1) modulaire selon l'une des revendications 1 à 7,
caractérisée en ce que chaque jambe (3) de force est maintenue assemblée au panneau (2), au voisinage de son sommet, par agrafage pour maintenir les panneaux (2) dans la position choisie.Modular structure (1) according to one of Claims 1 to 7,
characterized in that each leg (3) of force is maintained assembled to the panel (2), near its top, by stapling to maintain the panels (2) in the chosen position. Structure (1) modulaire selon l'une des revendications 1 à 8,
caractérisée en ce que chaque jambe (3) de force est maintenue assemblée au panneau (2) par un profilé (14) venant coiffer le sommet du panneau (2) et au moins une partie du sommet de la jambe (3) de force.Modular structure (1) according to one of Claims 1 to 8,
characterized in that each leg (3) force is maintained assembled to the panel (2) by a profile (14) to cap the top of the panel (2) and at least a portion of the top of the leg (3) force. Structure (1) modulaire selon l'une des revendications 1 à 9,
caractérisée en ce qu'il est prévu, au voisinage du sommet de la jambe (3) de force, un coffrage faisant office de joint de dilatation dont la face formant fond est formée d'éléments (12) discontinus tandis que l'une des faces latérales du coffrage est formée d'un profilé (13) continu, la face opposée étant constituée par ledit panneau (2).Modular structure (1) according to one of Claims 1 to 9,
characterized in that in the vicinity of the top of the leg (3) there is force, a formwork as expansion joint whose bottom face is formed of discontinuous elements (12) while one of the side faces of the form is formed of a continuous profile (13), the opposite face being constituted by said panel (2).
EP07291217A 2006-11-10 2007-10-05 Modular structure for producing a wall subjected to horizontal pressure when in use, in particular the peripheral wall of a pond Withdrawn EP1921227A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0609796A FR2908429B1 (en) 2006-11-10 2006-11-10 MODULAR STRUCTURE FOR THE PRODUCTION OF WALL IN SERVICE OF HORIZONTAL THRUST, IN PARTICULAR PERIPHERAL BASIN WALL

Publications (1)

Publication Number Publication Date
EP1921227A1 true EP1921227A1 (en) 2008-05-14

Family

ID=38115880

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07291217A Withdrawn EP1921227A1 (en) 2006-11-10 2007-10-05 Modular structure for producing a wall subjected to horizontal pressure when in use, in particular the peripheral wall of a pond

Country Status (2)

Country Link
EP (1) EP1921227A1 (en)
FR (1) FR2908429B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012038693A3 (en) * 2010-09-20 2014-06-19 Nigel Rose Method of pool wall construction

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2967183B1 (en) 2010-11-08 2013-11-15 Lermite BASIN, ESPECIALLY SWIMMING POOL

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2303138A1 (en) * 1975-03-07 1976-10-01 Genevey Jacques Moulded plastics panel for prefabricated swimming bath - has ribs for plug in supports and flanges for capping strip around top
US4115977A (en) * 1976-08-10 1978-09-26 Bertsch Lyle E Method of erecting swimming pool structure
US4464802A (en) * 1981-10-16 1984-08-14 Robert L. Glonek Structural foam swimming pool wall and brace and method of erecting same

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2303138A1 (en) * 1975-03-07 1976-10-01 Genevey Jacques Moulded plastics panel for prefabricated swimming bath - has ribs for plug in supports and flanges for capping strip around top
US4115977A (en) * 1976-08-10 1978-09-26 Bertsch Lyle E Method of erecting swimming pool structure
US4464802A (en) * 1981-10-16 1984-08-14 Robert L. Glonek Structural foam swimming pool wall and brace and method of erecting same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012038693A3 (en) * 2010-09-20 2014-06-19 Nigel Rose Method of pool wall construction

Also Published As

Publication number Publication date
FR2908429B1 (en) 2011-03-18
FR2908429A1 (en) 2008-05-16

Similar Documents

Publication Publication Date Title
FR2962143A1 (en) PREFABRICATED STAIRCASE IN CONCRETE WITH MODULAR RACK
EP1112425B1 (en) Method and device for assembling components for water retention tanks, such as swimming pools for example
EP1921227A1 (en) Modular structure for producing a wall subjected to horizontal pressure when in use, in particular the peripheral wall of a pond
EP0799952A1 (en) Method for assembling prefabricated panels for swimmingpool-walls and swimmingpool-wall obtained by this method
FR2754285A1 (en) Concrete wall coffering element
FR2962468A1 (en) DEVICE FOR FIXING THE STRUCTURE OF A SWIMMING POOL
EP2316751B1 (en) Covering device for silos intended for storing solid or liquid products
EP1595041B1 (en) Modular pool
EP1067254A1 (en) Casing for reinforcement connection box and reinforcement connection box with such casing
FR3133400A1 (en) ABOVE GROUND POOL STRUCTURE AND ITS ASSEMBLY METHOD
FR2961237A1 (en) Element for constructing basin in swimming pool, has profile section overlapping upper part of panel, hooking arrangement provided at inner side of basin, and extended part provided at outer side of basin
EP1749951B1 (en) Permanent formwork element and module for building such an element
EP3351706B1 (en) Swimming pool structure
FR2717206A3 (en) Prefabricated swimming pool wall sections
EP2450503A1 (en) Basin, in particular of a swimming-pool
EP0005575A1 (en) Prefabricated chimney
EP2808465B1 (en) Structure for a pool with cover
FR3091889A1 (en) Rigid element for a swimming pool cover system
EP2568098A1 (en) Prefabricated building block for building steps, in particular for swimming-pool construction
FR2985753A1 (en) Window bay formwork i.e. dummy, for use between form panels to form e.g. French window, in cast concrete wall of building, has integrated railing including foundation bolts extending through housings or notches for being sealed in concrete
FR2836693A1 (en) Funeral vault comprises parallelepiped element defined by annular case, resulting from assembly of vertical longitudinal and side panels, covered by cover
EP1224362A1 (en) Lost formwork elements for casting concrete
FR2842555A1 (en) Concrete shuttering assembly, especially for swimming pools, comprises half-modules with male and female connections and couplings for modules
EP0943043A1 (en) Wall element for swimming pool with variable curvature
FR2921399A1 (en) Wall-tie element for e.g. underground swimming pool, has patterns forming marks to permit adjustment of length of element before assembling, based on needs, and base forming wall including surface with rib to mount element on brace top

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

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

17P Request for examination filed

Effective date: 20081114

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20140512

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20151008

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

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20160219