EP2907940A1 - Method for constructing a self-supporting structure for a pool - Google Patents

Method for constructing a self-supporting structure for a pool Download PDF

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Publication number
EP2907940A1
EP2907940A1 EP15152457.6A EP15152457A EP2907940A1 EP 2907940 A1 EP2907940 A1 EP 2907940A1 EP 15152457 A EP15152457 A EP 15152457A EP 2907940 A1 EP2907940 A1 EP 2907940A1
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EP
European Patent Office
Prior art keywords
self
panels
supporting structure
adjustable
ground
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.)
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Application number
EP15152457.6A
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German (de)
French (fr)
Inventor
Christophe Blary
Bruno Zatti
Thierry Steinbauer
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Groupe Waterair SAS
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Groupe Waterair SAS
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Filing date
Publication date
Application filed by Groupe Waterair SAS filed Critical Groupe Waterair SAS
Publication of EP2907940A1 publication Critical patent/EP2907940A1/en
Withdrawn legal-status Critical Current

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    • 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
    • E04H4/005—Easily movable or transportable swimming pools mainly made of panels characterised by the framework for supporting the panels

Definitions

  • the present invention relates to a method of constructing a self-supporting structure for creating a pool such as a swimming pool, said self-supporting structure comprising at least a plurality of panels arranged to be assembled side by side in order to form at least part of the outline said panel, said panels being associated or not with struts arranged at least partly around the self-supporting structure.
  • the present invention also relates to a pool defined by a self-supporting structure comprising at least a plurality of panels arranged to be assembled side by side in order to form at least partly the outline of said basin, said basin being obtained from said method of construction.
  • the construction of a basin requires several successive stages and often tedious.
  • the first step is a tracing step that consists of drawing the outline of the basin on the ground. Then you can proceed with the earthwork, by excavating the ground inside the basin contour and exceeding all around a margin of about 50 centimeters to have a sufficient work space. Then, we put the structure of the pool namely an assembly of self-supporting panels and struts that maintain the panels and give them sufficient rigidity and extend obliquely to the edge of the excavation. To stabilize the structure of the basin, pouring a sole, for example, concrete between the structure and the edge of the excavation.
  • the bottom of the basin is formed, for example, by making a screed or by placing sand on the surface of the demarcated soil. by the basin structure.
  • Backfilling is then done, the lining of the pond, for example, a liner or tiling.
  • we proceed to the finishing by laying, for example, margins along the edges.
  • dalettes which may consist of blocks or pavers, are commonly used. They are placed on the ground at regular intervals and sealed on the ground, for example, with concrete. For leveling, it is necessary to use for example a leveling tool, such as a laser beam level. The dalettes serve as a support surface to receive the panels of the basin structure. Because the horizontal alignment of the dalettes influences the level of the basin structure, it is imperative to ensure alignment during installation. Indeed, once sealed in the ground, it will no longer be possible to rectify level errors. Therefore, such a way of proceeding can represent a source of inaccuracy of the level of the structure of the basin.
  • struts are placed between the self-supporting panels and the edge of the excavation.
  • the struts must also be sealed in the ground. To do so, we excavate the ground so as to create a punctual foundation under each leg of force. The struts are then fixed vertically to the panels and above each excavation. Then, two butts are placed at the base of each leg. Finally, the struts are sealed to the ground by pouring, for example, concrete in each excavation. This procedure has several disadvantages. On the one hand, before sealing, the struts do not rest on anything because of the presence of the excavations.
  • the pond structure has a plurality of interconnected panels placed in frames and held vertically by struts.
  • the leveling system is arranged and attached to the struts or the wall section frame and adjusts the panels in a vertical direction.
  • the leveling system is coupled to the level of the horizontal strut of the strut or the lower bar of the frame. Indeed, it comprises a bolt passing through a tapped hole provided in the horizontal plug of the strut or the lower bar of the frame, and secured to a support plate on the ground.
  • the level variation is made by screwing or unscrewing the bolt to change the height of the horizontal plug or the lower bar relative to the backing plate.
  • Such a leveling system solidarity panels or struts is not satisfactory because it is necessary to modify the panels or the struts by making tapped holes therein.
  • This leveling system is not adapted to a structure formed of flat panels without a frame.
  • the location of the leveling system is also predetermined, which does not adapt to any type of soil or any type of structure. For these reasons, the solutions of the prior art are not satisfactory.
  • the present invention aims to overcome these disadvantages by proposing a basin construction method that is easier to implement, faster and less expensive compared to the current process, the method of which the step of laying the self-supporting structure of the basin is simplified and allows a precise and aligned pose of said structure, which whatever the nature of the terrain and whatever the nature of the structure to be aligned such as a strut, a panel, a staircase, etc.
  • the invention relates to a method of constructing a basin of the kind indicated in the preamble, characterized in that, during the laying of said self-supporting structure, a plurality of height-adjustable studs, independent of the panels or legs of force, said adjustable pads being positioned between the ground and said panels and / or between the ground and said struts during the installation of said self-supporting structure to be able to adjust their respective level and align horizontally and / or vertically said structure standing.
  • the panels of said self-supporting structure are self-supporting, and said adjustable pads are positioned independently of said panels between the floor and said panels and their level is adjusted to adjust the horizontality of said panels.
  • said self-supporting structure comprises said panels, at least a portion of which is associated with struts, and said adjustable pads are positioned independently of said struts between the ground and said struts and one adjust their level to adjust the verticality of said panels and / or the horizontality of said panels.
  • the level of at least one panel and / or at least one strut is adjusted by varying the height of at least one adjustable pad.
  • an adjustable pad is placed on the ground and at least one panel is placed independently on said adjustable pad.
  • an adjustable reference pad is placed on the ground, two adjacent panels are assembled at their respective ends in a zone of junction, and there is said junction area on said adjustable reference pad.
  • the struts are fixed to the panels of the self-supporting structure of the basin.
  • At least one adjustable stud is placed independently on the ground under each leg of force.
  • the said struts are fixed to the ground by means of at least one anchoring member to anchor the self-supporting structure of the basin to the ground before placing a footing.
  • said basin comprises at least one auxiliary element such as a staircase and that during the installation of the self-supporting structure of said basin, a plurality of panels is assembled and at least said auxiliary element resting on a plurality of columns, a plurality of height-adjustable studs independent of said ancillary element positioned between the ground and said columns and / or between said columns and said auxiliary element are used so as to be able to adjust their level and horizontally align said auxiliary element with the rest of said element. freestanding structure.
  • the invention relates to a basin of the type indicated in the preamble, characterized in that it comprises a plurality of height-adjustable pads, independent of the panels or struts, said adjustable pads being positioned between the ground and said freestanding structure.
  • it may comprise a plurality of struts arranged at least partly around the self-supporting structure and a plurality of studs adjustable in height, independent of the panels or struts, said adjustable studs being positioned between the ground and said struts.
  • the present invention relates to a method of constructing a pool, such as for example a swimming pool.
  • This method allows more particularly to build the self-supporting structure 2 of the basin and adjust its level and verticality.
  • the self-supporting structure 2 comprises a plurality of panels 21 resting on adjustable pads 3, independent of the self-supporting structure 2, and arranged on the ground S.
  • the self-supporting structure 2 can be consolidated by a plurality of struts 4 resting they too on adjustable pads 3.
  • the pool can consist of a pool, a garden pond, etc. It may as well consist of a pool partially or completely buried in an above ground pool.
  • the outline of the pond 11 is drawn to the ground S, according to a known tracing method, the soil S is excavated inside the contour of the basin 11 and exceeding all around a margin 12, for example of about 50 centimeters for have enough work space.
  • the contour of the basin 11 is again drawn in the bottom 13 of the excavation 14, in order to determine the location of the self-supporting structure 2.
  • the term "basin” also refers to a basin comprising any ancillary element that can be referred to such as a staircase, a technical room, etc.
  • the self-supporting structure 2 is intended to be positioned indirectly via independent adjustable studs 3, on the ground S, which is preferably level. It can be placed in an excavation 14, if the basin is buried, semi-buried, or not, if the basin is above ground.
  • the self-supporting structure 2 comprises a plurality of panels 21, as illustrated by FIG. figure 4 .
  • the panels 21 may, for example, be made of steel sheets. They can be flat and have a substantially rectangular shape or be bent to form, for example, angles or pools with free shapes. They can also be self-supporting, in this case no strut 4 is necessary.
  • the panels 21 are arranged side by side and their lateral ends 211 form a zone of 212. The ends 211 of two adjacent panels 21 are fixed together.
  • the self-supporting structure 2 may also comprise an auxiliary element, such as a staircase 7, as shown in FIG. figure 8 .
  • the adjustable pad 3 used in the method of the invention consists of a piece whose height is adjustable and is illustrated in detail in FIGS. Figures 1A and 1B .
  • the shape of the adjustable pad 3 is not limited by the example illustrated.
  • the adjustable pad 3 comprises a support base 31 intended to be arranged on the ground S and a receiving area 32 intended to receive, for example, a panel 21 or a strut 4, the support base 31 and the receiving area 32 being parallel.
  • the adjustable pad 3 is independent of the panel 21 or the strut 4 or the auxiliary element, as illustrated.
  • the adjustable stud 3 is a part positioned below the panel 21 or the strut 4 at the time of installation.
  • the receiving zone 32 of the adjustable pad 3 is arranged to receive a portion of the panel 21 or the strut 4 without using any other intermediate fixing means.
  • the panel 21 or the strut 4 can rest on the receiving area 32 without intermediate fixing means and without being bound.
  • the adjustable pad 3 has the advantage of adapting to any type of panel, strut, or auxiliary element, and to be positioned on the ground at the desired location. No modification of an existing freestanding structure is therefore necessary. It further comprises an adjusting member 34 extending perpendicularly between the bearing base 31 and the receiving zone 32, formed of a threaded tube 341 screwed into a threaded sleeve 342.
  • the tube 341 carries the receiving zone 32 and the sleeve 342 bears the support base 31.
  • the adjustment member 34 further comprises an adjustment ring 343 connected to the sleeve 342 which makes it possible to turn the sleeve 342 relative to the tube 341 or vice versa.
  • Such a body of setting 34 allows the receiving area 32 to be movable in axial translation of said pad, that is to say vertically if the adjustable pad 3 is placed on a horizontal ground S.
  • the receiving area 32 receives a panel 21 or a strut 4
  • these are also vertically movable. It is thus possible to simply, rapidly and accurately adjust the height of the panel 21 or the strut 4.
  • the present invention is not limited by this choice of adjustable pad 3.
  • the strut 4 is illustrated in detail in Figures 2A and 2B . It is formed of a vertical upright 41 and a horizontal plug 42 substantially perpendicular to each other and connected by a diagonal counter-plug 43 more or less inclined. They are interconnected by fasteners 44.
  • the vertical upright 41 has a plurality of orifices 411 arranged to receive fasteners and to fix the strut 4 to a panel 21 of the self-supporting structure 2
  • the horizontal plug 42 also comprises at least two holes 421 for each receiving a concrete reinforcing bar 45 intended to anchor the strut 4 in the ground S.
  • the struts 4 are arranged to give sufficient rigidity to the rectilinear panels 21.
  • the strut 4 rests on the ground S via an adjustable stud 3 disposed under the horizontal plug 42, without any means of attachment, to adjust the level of the strut 4 and therefore the verticality of the panel 21 to which it is attached.
  • the adjustable pad 3 is independent of the strut 4 and its ground position can be chosen more freely than if it was secured to the strut.
  • FIG. 3 to 8 describes a method of constructing a buried basin in the ground S.
  • it begins, firstly, by drawing the outline of the basin on the ground S. Then, we excave inside the contour basin 11 and beyond this basin outline 11 on a margin 12 of about 50 centimeters.
  • this margin 12 is arranged to arrange a work space between the edge of the excavation 14 and the self-supporting structure 2 once in place.
  • legs of forces 4 and foundations Again trace the basin contour 11, this time in the bottom 13 of the excavation 14.
  • a second step we proceed to assembly of the supporting structure 2 of the basin.
  • An adjustable pad 3 is placed on the ground to determine a reference level.
  • the adjustable stud 3 is placed at an angle to start the assembly of the self-supporting structure 2.
  • Two panels 21 are assembled at their respective ends 211 in the junction zone 212 and the junction 212 of the two adjacent panels 21 on the adjustable reference pad 3.
  • the assembly of the self-supporting structure 2 is continued by independently arranging an adjustable stud 3 at the free end 211 of the panel 21 already in place. The operation is repeated until the self-supporting structure 2 forms at least part of the outline of the basin 11, as shown in FIGS. Figures 4 and 5 .
  • the leveling can thus be carried out as and when mounting the self-supporting structure 2.
  • an adjustable pad 3 under each junction 212 of panels 21 is an adjustable pad 3.
  • the adjustable pads 3 under the junctions 212 are not integral with the panels 21. This results in ease of implementation of the assembly, since no additional fastening means nor any modification of the panels 21 are necessary. It is also possible to add during laying an additional adjustable pad 3 at the lower longitudinal edge 213 of the panel 21, which is not the case in the prior art because the position of the adjustable pads 3 is predetermined. This is of interest for panels 21 of great length. When assembling two panels 21 adjacent to each other, the adjacent panel 21 is aligned in height so that it is level by adjusting the height of the adjustable pad 3 located under the junction area 212.
  • the panel 21 is aligned adjacent to the outline of the basin contour 11.
  • the two panels 21 are then fixed together. This procedure advantageously makes it possible to adjust the level of the panels 21, even though the panels 21 are on the adjustable pads 3. This is not the case in the prior art, when using sealed dalettes that require to be level before being permanently sealed and prior to the installation of the panels 21.
  • Another advantage of the process is that the use of adjustable studs 3 independent can adapt to any type of terrain since it is possible to move and distribute the adjustable studs 3 freely.
  • struts 4 are distributed around the self-supporting structure 2. More particularly, they are fixed on the panels 21 in the rectilinear sections of the self-supporting structure 2 and outside the junction areas 212. However, some panels 21 may be lacking. strut 4, as is the case for 21 curved or self-supporting panels forming for example an angle. To fix the strut 4 to a panel 21, the vertical upright 41 of the strut 4 is fixed on at least a portion of the height of the panel 21. Then, an adjustable stud 3 is placed under the horizontal plug 42 and substantially in the middle.
  • the height of the strut 4 is then adjusted by means of the adjusting member 34 of the adjustable pad 3.
  • the verticality of the panels 21 of the self-supporting structure 2 can be adjusted by varying the height of the adjustable studs 3 arranged under the struts 4.
  • the struts 4 are intended to maintain the self-supporting structure 2 vertically relative to the ground S, in particular the straight portions of this self-supporting structure 2, in their conferring sufficient rigidity to withstand on the one hand the pressure of the water on the inner side of the basin and on the other hand the pressure of the embankment on the outside of the basin.
  • the self-supporting structure 2 is immobilized on the ground S.
  • the struts 4 are fixed to the ground S in placing an anchoring member, such as reinforcing bars 45 or the like in the orifices 421 provided in each horizontal plug 42.
  • the reinforcing bars 45 are driven into the ground S.
  • a running flange 6 is cast between the self-supporting structure 2 and the edge of the excavation 14, along the straight sections.
  • This running insole 6 is armed with reinforcing bars 5.
  • the figure 8 shows only part of the shooting sole 6 for ease of understanding.
  • a bead (not shown) is cast in concrete.
  • the concrete is poured away from the panels 21 to prevent their movement and then set up manually.
  • a leveling tool such as a mason's cord, that the self-supporting structure 2 remains level when pouring 2.
  • the basin may have an ancillary element such as a technical room as shown by Figures 10A and 10B , a skimmer called "skimmer", a staircase 7, as shown in figure 7 .
  • the self-supporting structure 2 comprises a plurality of panels 21 and the staircase 7 generally made of a single piece or not, made of molded or injected synthetic materials.
  • the staircase 7 rests on a plurality of columns 8.
  • the columns 8 are each arranged on an independent adjustable stud 3 which makes it possible to adjust the level of the staircase 7 by adjusting the height of each adjustable stud 3 with the help of the adjustment member 34.
  • the columns 8 withstand the pressure exerted by the body of water that covers the staircase 7 once the basin fills with water. Again, no modification of the staircase 7 is necessary to allow the use of the adjustable studs 3, these being independent.
  • adjustable pads 301, 302 are independent of the column 8.
  • a first adjustable pad 301 is disposed under the base 81 of the column 8 and a second adjustable pad 302 is disposed on the upper end 82 of the column 8.
  • the first stud 301 is disposed between the ground S and the column 8 and the second stud 302 is arranged between the column 8 and the additional element 7 to level and wedge the auxiliary element 7 with respect to the self-supporting structure 2
  • this appendix element 7 consists of a tank of technical room, without this example being limiting.
  • the invention achieves the goals set, namely to propose a method of constructing a pool that is easy to implement and does not require additional materials to be paid by the customer in the case of pools provided in kit.
  • This method of building a pool makes it easy to adjust the level and verticality of the freestanding structure easily and at no additional cost.

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  • Architecture (AREA)
  • Civil Engineering (AREA)
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Abstract

Un procédé de construction d'une structure autoportante (2) pour bassin tel qu'une piscine, ladite structure autoportante (2) comportant au moins une pluralité de panneaux (21) agencés pour être assemblés côte à côte en vue de former au moins en partie le contour dudit bassin (11), lesdits panneaux (21) étant associés ou non à des jambes de force (4) disposées au moins en partie autour de la structure autoportante (2). Lors de la pose de ladite structure autoportante (2), on utilise une pluralité de plots réglables (3) en hauteur et indépendants des panneaux (21) ou des jambes de force (4), lesdits plots réglables (3) étant positionnés entre le sol (S) et lesdits panneaux et/ou entre le sol (S) et lesdites jambes de force pour pouvoir régler leur niveau respectif et aligner horizontalement et/ou verticalement ladite structure autoportante.A method of constructing a self-supporting pond structure (2) such as a swimming pool, said self-supporting structure (2) having at least a plurality of panels (21) arranged to be assembled side by side to form at least one part of the contour of said basin (11), said panels (21) being associated or not with struts (4) arranged at least partly around the self-supporting structure (2). When laying said self-supporting structure (2), a plurality of adjustable pads (3) in height and independent of the panels (21) or the struts (4) are used, said adjustable pads (3) being positioned between the floor (S) and said panels and / or between the ground (S) and said struts to be able to adjust their respective level and align horizontally and / or vertically said self-supporting structure.

Description

Domaine technique:Technical area:

La présente invention concerne un procédé de construction d'une structure autoportante pour créer un bassin tel qu'une piscine, ladite structure autoportante comportant au moins une pluralité de panneaux agencés pour être assemblés côte à côte en vue de former au moins en partie le contour dudit bassin, lesdits panneaux étant associés ou non à des jambes de force disposées au moins en partie autour de la structure autoportante.The present invention relates to a method of constructing a self-supporting structure for creating a pool such as a swimming pool, said self-supporting structure comprising at least a plurality of panels arranged to be assembled side by side in order to form at least part of the outline said panel, said panels being associated or not with struts arranged at least partly around the self-supporting structure.

La présente invention concerne également un bassin défini par une structure autoportante comportant au moins une pluralité de panneaux agencés pour être assemblés côte à côte en vue de former au moins en partie le contour dudit bassin, ledit bassin étant obtenu à partir dudit procédé de construction.The present invention also relates to a pool defined by a self-supporting structure comprising at least a plurality of panels arranged to be assembled side by side in order to form at least partly the outline of said basin, said basin being obtained from said method of construction.

Technique antérieure :Prior art:

La construction d'un bassin nécessite plusieurs étapes successives et souvent fastidieuses. La première étape est une étape de traçage qui consiste à tracer au sol le contour du bassin. L'on peut alors ensuite procéder au terrassement, en effectuant l'excavation du terrain à l'intérieur du contour du bassin et en dépassant tout autour d'une marge d'environ 50 centimètres pour disposer d'un espace de travail suffisant. Puis, l'on pose la structure du bassin à savoir un assemblage de panneaux autoportants et de jambes de force qui maintiennent les panneaux et leur confèrent une rigidité suffisante et s'étendent en biais vers le bord de l'excavation. Pour stabiliser la structure du bassin, on coule une semelle, par exemple, en béton entre la structure et le bord de l'excavation. Ensuite, l'on forme le fond du bassin, par exemple, en réalisant une chape ou en disposant du sable à la surface du sol délimitée par la structure du bassin. On remblaie puis, l'on pose le revêtement du bassin, par exemple, un liner ou du carrelage. Pour terminer, on procède aux finitions en posant, par exemple, des margelles le long des bords.The construction of a basin requires several successive stages and often tedious. The first step is a tracing step that consists of drawing the outline of the basin on the ground. Then you can proceed with the earthwork, by excavating the ground inside the basin contour and exceeding all around a margin of about 50 centimeters to have a sufficient work space. Then, we put the structure of the pool namely an assembly of self-supporting panels and struts that maintain the panels and give them sufficient rigidity and extend obliquely to the edge of the excavation. To stabilize the structure of the basin, pouring a sole, for example, concrete between the structure and the edge of the excavation. Then, the bottom of the basin is formed, for example, by making a screed or by placing sand on the surface of the demarcated soil. by the basin structure. Backfilling is then done, the lining of the pond, for example, a liner or tiling. Finally, we proceed to the finishing by laying, for example, margins along the edges.

La pose de la structure du bassin est une étape importante et délicate à mettre en oeuvre. En général, la structure du bassin n'est pas directement posée au sol puisqu'il faut s'assurer qu'elle soit posée de niveau. A cet effet, des dalettes, qui peuvent consister en des parpaings ou des pavés, sont couramment utilisées. Elles sont placées au sol à intervalles réguliers et scellées au sol, par exemple, avec du béton. Pour qu'elles soient posées de niveau, il est nécessaire d'utiliser par exemple un outil de mise à niveau, comme un niveau à faisceau laser. Les dalettes servent de surface d'appui pour recevoir les panneaux de la structure du bassin. Du fait que l'alignement horizontal des dalettes influe sur le niveau de la structure du bassin, il est impératif de s'assurer de leur alignement lors de la pose. En effet, une fois scellées dans le sol, il ne sera plus possible de rectifier les erreurs de niveau. Par conséquent, une telle manière de procéder peut représenter une source d'imprécision du niveau de la structure du bassin.The laying of the basin structure is an important and delicate step to implement. In general, the basin structure is not directly placed on the ground since it must be ensured that it is level. For this purpose, dalettes, which may consist of blocks or pavers, are commonly used. They are placed on the ground at regular intervals and sealed on the ground, for example, with concrete. For leveling, it is necessary to use for example a leveling tool, such as a laser beam level. The dalettes serve as a support surface to receive the panels of the basin structure. Because the horizontal alignment of the dalettes influences the level of the basin structure, it is imperative to ensure alignment during installation. Indeed, once sealed in the ground, it will no longer be possible to rectify level errors. Therefore, such a way of proceeding can represent a source of inaccuracy of the level of the structure of the basin.

Pour stabiliser les parties rectilignes de la structure du bassin et leur garantir une rigidité suffisante, l'on place des jambes de force entre les panneaux autoportants et le bord de l'excavation. Pour garantir un ancrage mécanique de la structure du bassin, les jambes de force doivent également être scellées dans le sol. Pour se faire, on excave le sol de sorte à créer une fondation ponctuelle sous chaque jambe de force. On fixe ensuite les jambes de force à la verticale des panneaux et au dessus de chaque excavation. Puis, on place deux crosses de scellement à la base de chaque jambe de force. Pour terminer, on scelle les jambes de force au sol en coulant, par exemple, du béton dans chaque excavation. Cette façon de procéder présente plusieurs inconvénients. D'une part, avant le scellement, les jambes de force ne reposent sur rien, du fait de la présence des excavations. Par conséquent, la fixation des jambes de forces à la verticale des panneaux est complexe à mettre en oeuvre. D'autre part, après le scellement, il ne sera plus possible de rectifier les erreurs de niveau, ni la verticalité des panneaux. Par conséquent, cette méthode n'est pas satisfaisante car elle ne permet pas d'ajuster facilement la verticalité des panneaux de la structure autoportante.To stabilize the rectilinear parts of the basin structure and guarantee them sufficient rigidity, struts are placed between the self-supporting panels and the edge of the excavation. To ensure mechanical anchoring of the pond structure, the struts must also be sealed in the ground. To do so, we excavate the ground so as to create a punctual foundation under each leg of force. The struts are then fixed vertically to the panels and above each excavation. Then, two butts are placed at the base of each leg. Finally, the struts are sealed to the ground by pouring, for example, concrete in each excavation. This procedure has several disadvantages. On the one hand, before sealing, the struts do not rest on anything because of the presence of the excavations. Therefore, the attachment of the force legs to the vertical panels is complex to implement. On the other hand, after sealing, it will no longer be possible to rectify the level errors or the verticality of the panels. Therefore, this method is not satisfactory because it does not allow to easily adjust the verticality of the panels of the freestanding structure.

L'on connait également de la publication US 8,028,476 , un système de mise à niveau pour piscine modulaire solidaire de la structure du bassin. La structure du bassin comporte une pluralité de panneaux interconnectés placés dans des cadres et maintenus à la verticale grâce à des jambes de force. Le système de mise à niveau est disposé et fixé aux jambes de force ou au cadre de la section de paroi et permet d'ajuster les panneaux dans une direction verticale. Le système de mise à niveau est couplé au niveau de la fiche horizontale de la jambe de force ou de la barre inférieure du cadre. En effet, il comporte un boulon traversant un trou taraudé prévu dans la fiche horizontale de la jambe de force ou la barre inférieure du cadre, et solidaire d'une plaque d'appui au sol. La variation de niveau se fait en vissant ou dévissant le boulon pour modifier la hauteur de la fiche horizontale ou de la barre inférieure par rapport à la plaque d'appui. Un tel système de mise à niveau solidaire des panneaux ou des jambes de force n'est pas satisfaisant car il est nécessaire de modifier les panneaux ou les jambes de force en y ménageant des trous taraudés. Ce système de mise à niveau n'est pas adapté à une structure formée de panneaux plans dépourvus de cadre. L'emplacement du système de mise à niveau est en outre prédéterminé, ce qui ne permet pas de l'adapter à tout type de nature de sol ou tout type de structure. Pour ces raisons, les solutions de l'art antérieur ne sont pas satisfaisantes.We also know about the publication US8,028,476 , a modular swimming pool leveling system integral with the pool structure. The pond structure has a plurality of interconnected panels placed in frames and held vertically by struts. The leveling system is arranged and attached to the struts or the wall section frame and adjusts the panels in a vertical direction. The leveling system is coupled to the level of the horizontal strut of the strut or the lower bar of the frame. Indeed, it comprises a bolt passing through a tapped hole provided in the horizontal plug of the strut or the lower bar of the frame, and secured to a support plate on the ground. The level variation is made by screwing or unscrewing the bolt to change the height of the horizontal plug or the lower bar relative to the backing plate. Such a leveling system solidarity panels or struts is not satisfactory because it is necessary to modify the panels or the struts by making tapped holes therein. This leveling system is not adapted to a structure formed of flat panels without a frame. The location of the leveling system is also predetermined, which does not adapt to any type of soil or any type of structure. For these reasons, the solutions of the prior art are not satisfactory.

Exposé de l'invention :Presentation of the invention

La présente invention vise à pallier ces inconvénients en proposant un procédé de construction de bassin facile à mettre en oeuvre, plus rapide et moins onéreux au regard du procédé actuel, procédé dont l'étape de pose de la structure autoportante du bassin est simplifiée et permet une pose précise et alignée de ladite structure, quelle que soit la nature du terrain et quelle que soit la nature de la structure à aligner telle qu'une jambe de force, un panneau, une colonne d'escalier, etc.The present invention aims to overcome these disadvantages by proposing a basin construction method that is easier to implement, faster and less expensive compared to the current process, the method of which the step of laying the self-supporting structure of the basin is simplified and allows a precise and aligned pose of said structure, which whatever the nature of the terrain and whatever the nature of the structure to be aligned such as a strut, a panel, a staircase, etc.

Dans ce but, l'invention concerne un procédé de construction d'un bassin du genre indiqué en préambule, caractérisé en ce que, lors de la pose de ladite structure autoportante, on utilise une pluralité de plots réglables en hauteur, indépendants des panneaux ou des jambes de force, lesdits plots réglables étant positionnés entre le sol et lesdits panneaux et/ou entre le sol et lesdites jambes de force lors de la pose de ladite structure autoportante pour pouvoir régler leur niveau respectif et aligner horizontalement et/ou verticalement ladite structure autoportante.For this purpose, the invention relates to a method of constructing a basin of the kind indicated in the preamble, characterized in that, during the laying of said self-supporting structure, a plurality of height-adjustable studs, independent of the panels or legs of force, said adjustable pads being positioned between the ground and said panels and / or between the ground and said struts during the installation of said self-supporting structure to be able to adjust their respective level and align horizontally and / or vertically said structure standing.

Dans une forme de réalisation préférée, les panneaux de ladite structure autoportante sont autoportants, et l'on positionne lesdits plots réglables indépendamment desdits panneaux entre le sol et lesdits panneaux et l'on règle leur niveau pour ajuster l'horizontalité desdits panneaux.In a preferred embodiment, the panels of said self-supporting structure are self-supporting, and said adjustable pads are positioned independently of said panels between the floor and said panels and their level is adjusted to adjust the horizontality of said panels.

Dans une variante de réalisation, ladite structure autoportante comporte lesdits panneaux dont une partie au moins est associée à des jambes de force, et l'on positionne lesdits plots réglables indépendamment desdites jambes de force entre le sol et lesdites jambes de force et l'on règle leur niveau pour ajuster la verticalité desdits panneaux et/ ou l'horizontalité desdits panneaux.In an alternative embodiment, said self-supporting structure comprises said panels, at least a portion of which is associated with struts, and said adjustable pads are positioned independently of said struts between the ground and said struts and one adjust their level to adjust the verticality of said panels and / or the horizontality of said panels.

De manière avantageuse, l'on ajuste le niveau d'au moins un panneau et/ou d'au moins une jambe de force en faisant varier la hauteur d'au moins un plot réglable.Advantageously, the level of at least one panel and / or at least one strut is adjusted by varying the height of at least one adjustable pad.

De manière préférentielle, l'on pose un plot réglable au sol et l'on pose indépendamment au moins un panneau sur ledit plot réglable.Preferably, an adjustable pad is placed on the ground and at least one panel is placed independently on said adjustable pad.

Dans un premier temps, l'on pose un plot réglable de référence au sol, on assemble deux panneaux adjacents au niveau de leurs extrémités respectives dans une zone de jonction, et on dispose ladite zone de jonction sur ledit plot réglable de référence. Dans un second temps, l'on dispose un plot réglable sous l'extrémité libre du panneau assemblé et on assemble un nouveau panneau au niveau de leurs extrémités respectives plaçant la zone de jonction sur ledit plot réglable.In a first step, an adjustable reference pad is placed on the ground, two adjacent panels are assembled at their respective ends in a zone of junction, and there is said junction area on said adjustable reference pad. In a second step, there is an adjustable pad under the free end of the assembled panel and a new panel is assembled at their respective ends placing the junction area on said adjustable pad.

Dans une variante de réalisation, l'on fixe les jambes de force aux panneaux de la structure autoportante du bassin.In an alternative embodiment, the struts are fixed to the panels of the self-supporting structure of the basin.

De préférence, l'on pose indépendamment au moins un plot réglable au sol sous chaque jambe de force.Preferably, at least one adjustable stud is placed independently on the ground under each leg of force.

De manière avantageuse, l'on fixe lesdites jambes de force au sol au moyen d'au moins un organe d'ancrage pour ancrer la structure autoportante du bassin au sol avant mise en place d'une semelle filante.Advantageously, the said struts are fixed to the ground by means of at least one anchoring member to anchor the self-supporting structure of the basin to the ground before placing a footing.

Dans le cas où ledit bassin comporte au moins un élément annexe tel qu'un escalier et que lors de la pose de la structure autoportante dudit bassin, on assemble une pluralité de panneaux et au moins ledit élément annexe reposant sur une pluralité de colonnes, l'on utilise une pluralité de plots réglables en hauteur et indépendant dudit élément annexe positionnés entre le sol et lesdites colonnes et/ou entre lesdites colonnes et ledit l'élément annexe pour pouvoir régler leur niveau et aligner horizontalement ledit élément annexe avec le reste de ladite structure autoportante.In the case where said basin comprises at least one auxiliary element such as a staircase and that during the installation of the self-supporting structure of said basin, a plurality of panels is assembled and at least said auxiliary element resting on a plurality of columns, a plurality of height-adjustable studs independent of said ancillary element positioned between the ground and said columns and / or between said columns and said auxiliary element are used so as to be able to adjust their level and horizontally align said auxiliary element with the rest of said element. freestanding structure.

Dans ce but, l'invention concerne un bassin du genre indiqué en préambule, caractérisé en ce qu'il comporte une pluralité de plots réglables en hauteur, indépendants des panneaux ou des jambes de force, lesdits plots réglables étant positionnés entre le sol et ladite structure autoportante.For this purpose, the invention relates to a basin of the type indicated in the preamble, characterized in that it comprises a plurality of height-adjustable pads, independent of the panels or struts, said adjustable pads being positioned between the ground and said freestanding structure.

De manière préférentielle, il peut comporter une pluralité de jambes de force disposées au moins en partie autour de la structure autoportante et une pluralité de plots réglables en hauteur, indépendants des panneaux ou des jambes de force, lesdits plots réglables étant positionnés entre le sol et les dites jambes de force.Preferably, it may comprise a plurality of struts arranged at least partly around the self-supporting structure and a plurality of studs adjustable in height, independent of the panels or struts, said adjustable studs being positioned between the ground and said struts.

Description sommaire des dessins :Brief description of the drawings:

La présente invention et ses avantages apparaîtront mieux dans la description suivante d'un mode de réalisation donné à titre d'exemple non limitatif, en référence aux dessins annexés, dans lesquels:

  • les figures 1A et 1B représentent un plot réglable selon l'invention respectivement vue de côté et de dessus,
  • les figures 2A et 2B représentent une jambe de force selon l'invention respectivement en perspective et vue de côté,
  • la figure 3 est une vue de dessus du sol après excavation,
  • la figure 4 est une vue en perspective de la structure autoportante d'un bassin selon l'invention,
  • la figure 5 est une vue de dessus de la structure autoportante de la figure 4 montrant le sol,
  • la figure 6 est une vue en perspective de la structure autoportante munie de jambes de force selon l'invention,
  • la figure 7 est une vue en perspective de la structure autoportante de la figure 6 montrant les colonnes de l'escalier,
  • la figure 8 est une vue de dessus de la structure autoportante de la figure 6 montrant le sol,
  • la figure 9 est une vue en perspective d'une colonne associée à deux plots réglables, et
  • les figures 10A et 10B sont des vues en perspective et de côté d'une cuve de local technique montrant la colonne avec les deux plots réglables de la figure 9.
The present invention and its advantages will appear better in the following description of an embodiment given by way of non-limiting example, with reference to the appended drawings, in which:
  • the Figures 1A and 1B represent an adjustable pad according to the invention respectively viewed from the side and from above,
  • the Figures 2A and 2B represent a strut according to the invention respectively in perspective and side view,
  • the figure 3 is a top view of the soil after excavation,
  • the figure 4 is a perspective view of the self-supporting structure of a basin according to the invention,
  • the figure 5 is a top view of the freestanding structure of the figure 4 showing the ground,
  • the figure 6 is a perspective view of the self-supporting structure provided with struts according to the invention,
  • the figure 7 is a perspective view of the freestanding structure of the figure 6 showing the columns of the stairs,
  • the figure 8 is a top view of the freestanding structure of the figure 6 showing the ground,
  • the figure 9 is a perspective view of a column associated with two adjustable studs, and
  • the Figures 10A and 10B are views in perspective and side of a tank of technical room showing the column with the two adjustable pads of the figure 9 .

Illustrations de l'invention et meilleure manière de la réaliser :Illustrations of the invention and best way to achieve it:

En référence aux figures, la présente invention concerne un procédé de construction d'un bassin, tel que par exemple une piscine. Ce procédé permet plus particulièrement de construire la structure autoportante 2 du bassin et d'ajuster son niveau et sa verticalité. Dans ce but, la structure autoportante 2 comporte une pluralité de panneaux 21 reposant sur des plots réglables 3, indépendants de la structure autoportante 2, et disposés au sol S. La structure autoportante 2 peut être consolidée par une pluralité de jambes de force 4 reposant eux aussi sur des plots réglables 3.With reference to the figures, the present invention relates to a method of constructing a pool, such as for example a swimming pool. This method allows more particularly to build the self-supporting structure 2 of the basin and adjust its level and verticality. For this purpose, the self-supporting structure 2 comprises a plurality of panels 21 resting on adjustable pads 3, independent of the self-supporting structure 2, and arranged on the ground S. The self-supporting structure 2 can be consolidated by a plurality of struts 4 resting they too on adjustable pads 3.

Le bassin peut consister en une piscine, un bassin de jardin, etc. Il peut tout aussi bien consister en une piscine enterrée en partie ou en totalité, qu'en une piscine hors-sol. Dans le premier cas, il est nécessaire d'excaver le sol S, tel que représenté à la figure 3. On trace le contour du bassin 11 au sol S, selon un procédé de traçage connu, on excave le sol S à l'intérieur du contour du bassin 11 et en dépassant tout autour d'une marge 12 par exemple d'environ 50 centimètres pour disposer d'un espace de travail suffisant. On trace à nouveau le contour du bassin 11 dans le fond 13 de l'excavation 14, afin de déterminer l'emplacement de la structure autoportante 2. On entend également par « bassin », un bassin comportant tout élément annexe pouvant s'y rapporter, tel qu'un escalier, un local technique, etc.The pool can consist of a pool, a garden pond, etc. It may as well consist of a pool partially or completely buried in an above ground pool. In the first case, it is necessary to excavate the soil S, as represented in figure 3 . The outline of the pond 11 is drawn to the ground S, according to a known tracing method, the soil S is excavated inside the contour of the basin 11 and exceeding all around a margin 12, for example of about 50 centimeters for have enough work space. The contour of the basin 11 is again drawn in the bottom 13 of the excavation 14, in order to determine the location of the self-supporting structure 2. The term "basin" also refers to a basin comprising any ancillary element that can be referred to such as a staircase, a technical room, etc.

La structure autoportante 2 est destinée à être positionnée indirectement par l'intermédiaire de plots réglables 3 indépendants, au sol S, qui est de préférence de niveau. Elle peut être placée dans une excavation 14, si le bassin est enterré, semi-enterré, ou non, si le bassin est hors-sol. La structure autoportante 2 comporte une pluralité de panneaux 21, comme l'illustre la figure 4. Les panneaux 21 peuvent, par exemple, être réalisés en tôles d'acier. Ils peuvent être plans et comporter une forme sensiblement rectangulaire ou encore être cintrés pour former, par exemple, des angles ou des piscines avec des formes libres. Ils peuvent également être autoportants, dans ce cas aucune jambe de force 4 n'est nécessaire. Les panneaux 21 sont disposés cote à cote et leurs extrémités latérales 211 forment une zone de jonction 212. Les extrémités 211 de deux panneaux 21 adjacents sont fixées entre elles. Toutefois, l'invention n'est pas limitée à cet exemple de panneau et peut s'étendre à tout type de paroi du genre. En outre, la structure autoportante 2 peut également comporter un élément annexe, tel qu'un escalier 7, comme le montre la figure 8.The self-supporting structure 2 is intended to be positioned indirectly via independent adjustable studs 3, on the ground S, which is preferably level. It can be placed in an excavation 14, if the basin is buried, semi-buried, or not, if the basin is above ground. The self-supporting structure 2 comprises a plurality of panels 21, as illustrated by FIG. figure 4 . The panels 21 may, for example, be made of steel sheets. They can be flat and have a substantially rectangular shape or be bent to form, for example, angles or pools with free shapes. They can also be self-supporting, in this case no strut 4 is necessary. The panels 21 are arranged side by side and their lateral ends 211 form a zone of 212. The ends 211 of two adjacent panels 21 are fixed together. However, the invention is not limited to this example panel and can extend to any type of wall of the kind. In addition, the self-supporting structure 2 may also comprise an auxiliary element, such as a staircase 7, as shown in FIG. figure 8 .

Le plot réglable 3 utilisé dans le procédé de l'invention consiste en une pièce dont la hauteur est réglable et est illustré en détail aux figures 1A et 1B. La forme du plot réglable 3 n'est pas limitée par l'exemple illustré. Le plot réglable 3 comporte une base d'appui 31 destinée à être disposée sur le sol S et une zone de réception 32 destinée à recevoir, par exemple, un panneau 21 ou une jambe de force 4, la base d'appui 31 et la zone de réception 32 étant parallèles. Le plot réglable 3 est indépendant du panneau 21 ou de la jambe de force 4 ou de l'élément annexe, comme cela est illustré. Le plot réglable 3 est une pièce positionnée en dessous du panneau 21 ou de la jambe de force 4 au moment de la pose. En effet, avantageusement, la zone de réception 32 du plot réglable 3 est agencée pour recevoir une partie du panneau 21 ou de la jambe de force 4 sans utiliser aucun autre moyen de fixation intermédiaire. Ainsi, le panneau 21 ou la jambe de force 4 peut reposer sur la zone de réception 32 sans moyen de fixation intermédiaire et sans y être lié. Le plot réglable 3 présente l'avantage de s'adapter à tout type de panneau, jambe de force, ou élément annexe, et de pouvoir être positionné au sol à l'endroit souhaité. Aucune modification d'une structure autoportante déjà existante n'est par conséquent nécessaire. Il comporte, en outre, un organe de réglage 34 s'étendant perpendiculairement entre la base d'appui 31 et la zone de réception 32, formé d'un tube 341 fileté vissé dans un manchon 342 taraudé. Dans l'exemple représenté, le tube 341 porte la zone de réception 32 et le manchon 342 porte la base d'appui 31. Bien entendu, la configuration inverse est également possible dans laquelle le tube porte la base d'appui et le manchon porte la zone de réception. L'organe de réglage 34 comporte, en outre, une bague de réglage 343 liée au manchon 342 qui permet de tourner le manchon 342 par rapport au tube 341 ou inversement. Un tel organe de réglage 34 permet à la zone de réception 32 d'être mobile en translation axiale dudit plot, c'est-à-dire verticalement si le plot réglable 3 est posé sur un sol S horizontal. Par conséquent, il en résulte que lorsque la zone de réception 32 reçoit un panneau 21 ou une jambe de force 4, ceux-ci sont également mobiles verticalement. Il est ainsi possible d'ajuster simplement, rapidement et avec précision la hauteur du panneau 21 ou de la jambe de force 4. Bien entendu, la présente invention n'est pas limitée par ce choix de plot réglable 3.The adjustable pad 3 used in the method of the invention consists of a piece whose height is adjustable and is illustrated in detail in FIGS. Figures 1A and 1B . The shape of the adjustable pad 3 is not limited by the example illustrated. The adjustable pad 3 comprises a support base 31 intended to be arranged on the ground S and a receiving area 32 intended to receive, for example, a panel 21 or a strut 4, the support base 31 and the receiving area 32 being parallel. The adjustable pad 3 is independent of the panel 21 or the strut 4 or the auxiliary element, as illustrated. The adjustable stud 3 is a part positioned below the panel 21 or the strut 4 at the time of installation. Indeed, advantageously, the receiving zone 32 of the adjustable pad 3 is arranged to receive a portion of the panel 21 or the strut 4 without using any other intermediate fixing means. Thus, the panel 21 or the strut 4 can rest on the receiving area 32 without intermediate fixing means and without being bound. The adjustable pad 3 has the advantage of adapting to any type of panel, strut, or auxiliary element, and to be positioned on the ground at the desired location. No modification of an existing freestanding structure is therefore necessary. It further comprises an adjusting member 34 extending perpendicularly between the bearing base 31 and the receiving zone 32, formed of a threaded tube 341 screwed into a threaded sleeve 342. In the example shown, the tube 341 carries the receiving zone 32 and the sleeve 342 bears the support base 31. Of course, the opposite configuration is also possible in which the tube carries the support base and the sleeve carries. the reception area. The adjustment member 34 further comprises an adjustment ring 343 connected to the sleeve 342 which makes it possible to turn the sleeve 342 relative to the tube 341 or vice versa. Such a body of setting 34 allows the receiving area 32 to be movable in axial translation of said pad, that is to say vertically if the adjustable pad 3 is placed on a horizontal ground S. As a result, it follows that when the receiving area 32 receives a panel 21 or a strut 4, these are also vertically movable. It is thus possible to simply, rapidly and accurately adjust the height of the panel 21 or the strut 4. Of course, the present invention is not limited by this choice of adjustable pad 3.

La jambe de force 4 est illustrée en détail aux figures 2A et 2B. Elle est formée d'un montant vertical 41 et d'une fiche horizontale 42 sensiblement perpendiculaires entre eux et reliés par une contre-fiche en diagonale 43 plus ou moins inclinée. Ils sont reliés entre eux par des organes de fixation 44. En outre, le montant vertical 41 comporte une pluralité d'orifices 411 agencés pour recevoir des organes de fixation et pour fixer la jambe de force 4 à un panneau 21 de la structure autoportante 2. La fiche horizontale 42 comporte également au moins deux orifices 421 pour recevoir chacun un fer à béton 45 destiné à ancrer la jambe de force 4 dans le sol S. Les jambes de force 4 sont agencées pour conférer une rigidité suffisante aux panneaux 21 rectilignes de la structure autoportante 2 et pour les maintenir à la verticale, comme l'illustre la figure 6. Enfin, la jambe de force 4 repose au sol S par l'intermédiaire d'un plot réglable 3 disposé sous la fiche horizontale 42, sans aucun moyens de fixation, permettant d'ajuster le niveau de la jambe de force 4 et par conséquent la verticalité du panneau 21 auquel elle est fixée. Le plot réglable 3 est indépendant de la jambe de force 4 et sa position au sol peut être choisie plus librement que s'il était solidaire de la jambe de force.The strut 4 is illustrated in detail in Figures 2A and 2B . It is formed of a vertical upright 41 and a horizontal plug 42 substantially perpendicular to each other and connected by a diagonal counter-plug 43 more or less inclined. They are interconnected by fasteners 44. In addition, the vertical upright 41 has a plurality of orifices 411 arranged to receive fasteners and to fix the strut 4 to a panel 21 of the self-supporting structure 2 The horizontal plug 42 also comprises at least two holes 421 for each receiving a concrete reinforcing bar 45 intended to anchor the strut 4 in the ground S. The struts 4 are arranged to give sufficient rigidity to the rectilinear panels 21. the self-supporting structure 2 and to maintain them vertically, as illustrated by figure 6 . Finally, the strut 4 rests on the ground S via an adjustable stud 3 disposed under the horizontal plug 42, without any means of attachment, to adjust the level of the strut 4 and therefore the verticality of the panel 21 to which it is attached. The adjustable pad 3 is independent of the strut 4 and its ground position can be chosen more freely than if it was secured to the strut.

L'exemple de réalisation qui est illustré aux figures 3 à 8 décrit un procédé de construction d'un bassin enterré dans le sol S. Dans ce mode de réalisation, on commence, dans un premier temps, par tracer le contour du bassin sur le sol S. Puis, on excave à l'intérieur du contour du bassin 11 et au delà de ce contour de bassin 11 sur une marge 12 d'environ 50 centimètres. D'une part, cette marge 12 est agencée pour aménager un espace de travail entre le bord de l'excavation 14 et la structure autoportante 2 une fois mise en place. D'autre part, elle permet de placer des jambes de forces 4 et des fondations. On trace à nouveau le contour de bassin 11, cette fois-ci dans le fond 13 de l'excavation 14. Bien entendu, il est possible de s'affranchir en partie de cette étape dans le cas d'un bassin installé hors-sol. Dans ce cas, on se contente de tracer le contour du bassin 11 au sol S.The example of realization which is illustrated in Figures 3 to 8 describes a method of constructing a buried basin in the ground S. In this embodiment, it begins, firstly, by drawing the outline of the basin on the ground S. Then, we excave inside the contour basin 11 and beyond this basin outline 11 on a margin 12 of about 50 centimeters. On the one hand, this margin 12 is arranged to arrange a work space between the edge of the excavation 14 and the self-supporting structure 2 once in place. On the other hand, it makes it possible to place legs of forces 4 and foundations. Again trace the basin contour 11, this time in the bottom 13 of the excavation 14. Of course, it is possible to overcome some of this step in the case of an above ground pool . In this case, it is sufficient to draw the contour of the basin 11 to the ground S.

Dans un second temps, on procède au montage de la structure portante 2 du bassin. On pose un plot réglable 3 au sol pour déterminer un niveau de référence. De préférence, on dispose le plot réglable 3 au niveau d'un angle pour démarrer l'assemblage de la structure autoportante 2. On assemble deux panneaux 21 au niveau de leurs extrémités 211 respectives dans la zone de jonction 212 et on dispose la zone de jonction 212 des deux panneaux 21 adjacents sur le plot réglable 3 de référence. On poursuit l'assemblage de la structure autoportante 2 en disposant indépendamment un plot réglable 3 à l'extrémité 211 libre du panneau 21 déjà en place. On répète l'opération jusqu'à ce que la structure autoportante 2 forme au moins en partie le contour du bassin 11, comme cela est représenté aux figures 4 et 5. Ces étapes sont rendues possibles par l'utilisation de plots réglables 3 indépendants. La mise à niveau peut ainsi être effectuée au fur et à mesure du montage de la structure autoportante 2. Il en résulte que sous chaque jonction 212 de panneaux 21 se trouve un plot réglable 3. De plus, les plots réglables 3 sous les jonctions 212 ne sont pas solidaires des panneaux 21. Il en résulte une facilité de mise en oeuvre du montage, puisqu'aucun moyen de fixation additionnel ni aucune modification des panneaux 21 ne sont nécessaires. Il est également possible de rajouter lors de la pose un plot réglable 3 supplémentaire au niveau du bord longitudinal inférieur 213 du panneau 21, ce qui n'est pas le cas dans l'art antérieur car la position des plots réglables 3 est prédéterminée. Ceci présente un intérêt pour des panneaux 21 de grande longueur. Lors de l'assemblage de deux panneaux 21 adjacents entre eux, on aligne le panneau 21 adjacent en hauteur pour qu'il soit de niveau en ajustant la hauteur du plot réglable 3 situé sous la zone de jonction 212. On aligne le panneau 21 adjacent par rapport au tracé du contour du bassin 11. On fixe ensuite les deux panneaux 21 entre eux. Cette façon de procéder permet avantageusement de régler le niveau des panneaux 21, alors même que les panneaux 21 sont sur les plots réglables 3. Tel n'est pas le cas dans l'art antérieur, lorsque l'on utilise des dalettes scellées qui nécessitent d'être de niveau avant d'être définitivement scellées et préalablement à la pose des panneaux 21. Un autre avantage du procédé est que l'usage de plots réglables 3 indépendants permet de s'adapter à n'importe quelle nature de terrain puisqu'il est possible de déplacer et de répartir les plots réglables 3 librement.In a second step, we proceed to assembly of the supporting structure 2 of the basin. An adjustable pad 3 is placed on the ground to determine a reference level. Preferably, the adjustable stud 3 is placed at an angle to start the assembly of the self-supporting structure 2. Two panels 21 are assembled at their respective ends 211 in the junction zone 212 and the junction 212 of the two adjacent panels 21 on the adjustable reference pad 3. The assembly of the self-supporting structure 2 is continued by independently arranging an adjustable stud 3 at the free end 211 of the panel 21 already in place. The operation is repeated until the self-supporting structure 2 forms at least part of the outline of the basin 11, as shown in FIGS. Figures 4 and 5 . These steps are made possible by the use of adjustable 3 independent pads. The leveling can thus be carried out as and when mounting the self-supporting structure 2. As a result, under each junction 212 of panels 21 is an adjustable pad 3. In addition, the adjustable pads 3 under the junctions 212 are not integral with the panels 21. This results in ease of implementation of the assembly, since no additional fastening means nor any modification of the panels 21 are necessary. It is also possible to add during laying an additional adjustable pad 3 at the lower longitudinal edge 213 of the panel 21, which is not the case in the prior art because the position of the adjustable pads 3 is predetermined. This is of interest for panels 21 of great length. When assembling two panels 21 adjacent to each other, the adjacent panel 21 is aligned in height so that it is level by adjusting the height of the adjustable pad 3 located under the junction area 212. The panel 21 is aligned adjacent to the outline of the basin contour 11. The two panels 21 are then fixed together. This procedure advantageously makes it possible to adjust the level of the panels 21, even though the panels 21 are on the adjustable pads 3. This is not the case in the prior art, when using sealed dalettes that require to be level before being permanently sealed and prior to the installation of the panels 21. Another advantage of the process is that the use of adjustable studs 3 independent can adapt to any type of terrain since it is possible to move and distribute the adjustable studs 3 freely.

Dans un troisième temps, l'on procède au montage des jambes de force 4, comme l'illustre les figures 6 à 8. Les jambes de force 4 sont réparties autour de la structure autoportante 2. Plus particulièrement, elles sont fixées sur les panneaux 21 dans les tronçons rectilignes de la structure autoportante 2 et en dehors des zones de jonction 212. Toutefois, certains panneaux 21 peuvent être dépourvus de jambe de force 4, comme c'est le cas pour les panneaux 21 cintrés ou autoportants formant par exemple un angle. Pour fixer la jambe de force 4 à un panneau 21, on fixe le montant vertical 41 de la jambe de force 4 sur une partie au moins de la hauteur du panneau 21. Puis, on dispose un plot réglable 3 sous la fiche horizontale 42 et sensiblement au milieu. On règle ensuite la hauteur de la jambe de force 4 à l'aide de l'organe de réglage 34 du plot réglable 3. Il en résulte que l'on peut régler la verticalité des panneaux 21 de la structure autoportante 2 en faisant varier la hauteur des plots réglables 3 disposés sous les jambes de force 4. En effet, les jambes de force 4 sont destinées à maintenir la structure autoportante 2 à la verticale par rapport au sol S, notamment les parties rectilignes de cette structure autoportante 2, en leur conférant une rigidité suffisante pour résister d'une part à la pression de l'eau du côté intérieur du bassin et d'autre part à la pression du remblai du côté extérieur du bassin. On vérifie l'alignement global de la structure autoportante 2 par exemple avec un cordeau de maçon. Cette méthode est donc très satisfaisante car elle permet d'ajuster facilement et rapidement la verticalité des panneaux 21 de la structure autoportante 2 du bassin.In a third step, we proceed to the assembly of the struts 4, as illustrated by the Figures 6 to 8 . The struts 4 are distributed around the self-supporting structure 2. More particularly, they are fixed on the panels 21 in the rectilinear sections of the self-supporting structure 2 and outside the junction areas 212. However, some panels 21 may be lacking. strut 4, as is the case for 21 curved or self-supporting panels forming for example an angle. To fix the strut 4 to a panel 21, the vertical upright 41 of the strut 4 is fixed on at least a portion of the height of the panel 21. Then, an adjustable stud 3 is placed under the horizontal plug 42 and substantially in the middle. The height of the strut 4 is then adjusted by means of the adjusting member 34 of the adjustable pad 3. As a result, the verticality of the panels 21 of the self-supporting structure 2 can be adjusted by varying the height of the adjustable studs 3 arranged under the struts 4. Indeed, the struts 4 are intended to maintain the self-supporting structure 2 vertically relative to the ground S, in particular the straight portions of this self-supporting structure 2, in their conferring sufficient rigidity to withstand on the one hand the pressure of the water on the inner side of the basin and on the other hand the pressure of the embankment on the outside of the basin. We check the overall alignment of the self-supporting structure 2 for example with a mason's line. This method is therefore very satisfactory because it allows to easily and quickly adjust the verticality of the panels 21 of the self-supporting structure 2 of the basin.

Dans un quatrième temps, après s'être assuré du niveau de la structure autoportante 2 et de la verticalité des panneaux 21, on immobilise la structure autoportante 2 au sol S. Pour se faire, on fixe les jambes de force 4 au sol S en plaçant un organe d'ancrage, tel que des fers à béton 45 ou similaire dans les orifices 421 prévus dans chaque fiche horizontale 42. On enfonce les fers à béton 45 dans le sol S.In a fourth step, after having ascertained the level of the self-supporting structure 2 and the verticality of the panels 21, the self-supporting structure 2 is immobilized on the ground S. To do this, the struts 4 are fixed to the ground S in placing an anchoring member, such as reinforcing bars 45 or the like in the orifices 421 provided in each horizontal plug 42. The reinforcing bars 45 are driven into the ground S.

Pour terminer, on coule une semelle filante 6 entre la structure autoportante 2 et le bord de l'excavation 14, le long des sections droites. Cette semelle filante 6 est armée avec des fers à béton 5. La figure 8 ne montre qu'une partie de la semelle filante 6 pour faciliter la compréhension. Au niveau des angles, on coule un bourrelet (non représenté) en béton. Dans tous les cas, lors du coulage de la semelle filante 6 ou du bourrelet, le béton est versé à distance des panneaux 21 pour éviter leur déplacement puis mis en place manuellement. De préférence, on vérifie à l'aide d'un outil de mise à niveau, tel qu'un cordeau de maçon, que la structure autoportante 2 reste de niveau lors du coulage 2.Finally, a running flange 6 is cast between the self-supporting structure 2 and the edge of the excavation 14, along the straight sections. This running insole 6 is armed with reinforcing bars 5. The figure 8 shows only part of the shooting sole 6 for ease of understanding. At the corners, a bead (not shown) is cast in concrete. In all cases, during the casting of the insole 6 or the bead, the concrete is poured away from the panels 21 to prevent their movement and then set up manually. Preferably, it is verified using a leveling tool, such as a mason's cord, that the self-supporting structure 2 remains level when pouring 2.

Le bassin peut comporter un élément annexe tel, qu'un local technique comme le montrent les figures 10A et 10B, un écumeur appelé « skimmer », un escalier 7, comme le montre la figure 7. Dans ce cas, la structure autoportante 2 comporte une pluralité de panneaux 21 ainsi que l'escalier 7 généralement réalisé par une pièce monobloc ou non, en matériaux synthétiques moulée ou injectée. L'escalier 7 repose sur une pluralité de colonnes 8. Les colonnes 8 sont chacune disposées sur un plot réglable 3 indépendant qui permet d'ajuster le niveau de l'escalier 7 en réglant la hauteur de chaque plot réglable 3 à l'aide de l'organe de réglage 34. Les colonnes 8 résistent à la pression exercée par la masse d'eau qui recouvre l'escalier 7 une fois le bassin remplit d'eau. Là encore, aucune modification de l'escalier 7 n'est nécessaire pour permettre l'utilisation des plots réglables 3, ceux-ci étant indépendants.The basin may have an ancillary element such as a technical room as shown by Figures 10A and 10B , a skimmer called "skimmer", a staircase 7, as shown in figure 7 . In this case, the self-supporting structure 2 comprises a plurality of panels 21 and the staircase 7 generally made of a single piece or not, made of molded or injected synthetic materials. The staircase 7 rests on a plurality of columns 8. The columns 8 are each arranged on an independent adjustable stud 3 which makes it possible to adjust the level of the staircase 7 by adjusting the height of each adjustable stud 3 with the help of the adjustment member 34. The columns 8 withstand the pressure exerted by the body of water that covers the staircase 7 once the basin fills with water. Again, no modification of the staircase 7 is necessary to allow the use of the adjustable studs 3, these being independent.

Il est également possible de prévoir deux plots réglables 301, 302 de part et d'autre de la colonne 8, comme le montre l'exemple de la figure 9. Les plots réglables 301, 302 sont indépendants de la colonne 8. Dans ce cas, un premier plot réglable 301 est disposé sous la base 81 de la colonne 8 et un second plot réglable 302 est disposé sur l'extrémité supérieure 82 de la colonne 8. Comme illustré aux figures 10A et 10B, le premier plot 301 est disposé entre le sol S et la colonne 8 et le second plot 302 est disposé entre la colonne 8 et l'élément annexe 7 pour mettre de niveau et caler l'élément annexe 7 par rapport à la structure autoportante 2. Dans l'exemple illustré, cet élément annexe 7 consiste en une cuve de local technique, sans que cet exemple ne soit limitatif. La combinaison d'une colonne 8 avec un ou deux plots réglables 301, 302 permet de réaliser de manière simple et économique des piliers réglables permettant de caler très facilement tout élément annexe 7 à ladite structure autoportante 2. L'utilisation de deux plots réglables 301, 302 permet d'obtenir une amplitude plus large de réglage.It is also possible to provide two adjustable pads 301, 302 on either side of the column 8, as shown by the example of FIG. figure 9 . The adjustable studs 301, 302 are independent of the column 8. In this case, a first adjustable pad 301 is disposed under the base 81 of the column 8 and a second adjustable pad 302 is disposed on the upper end 82 of the column 8. As illustrated in FIGS. Figures 10A and 10B the first stud 301 is disposed between the ground S and the column 8 and the second stud 302 is arranged between the column 8 and the additional element 7 to level and wedge the auxiliary element 7 with respect to the self-supporting structure 2 In the illustrated example, this appendix element 7 consists of a tank of technical room, without this example being limiting. The combination of a column 8 with one or two adjustable studs 301, 302 makes it possible in a simple and economical way to adjust the abutments to easily wedge any additional element 7 to said self-supporting structure 2. The use of two adjustable studs 301 , 302 makes it possible to obtain a wider amplitude of adjustment.

Possibilités d'application industrielle :Possibilities of industrial application:

Il ressort clairement de cette description que l'invention permet d'atteindre les buts fixés, à savoir proposer un procédé de construction d'un bassin facile à mettre en oeuvre et ne nécessitant pas de matériaux supplémentaires à la charge du client dans le cas de bassins fournis en kit. Ce procédé de construction d'un bassin permet d'ajuster facilement et sans coût supplémentaire, le niveau et la verticalité de la structure autoportante.It is clear from this description that the invention achieves the goals set, namely to propose a method of constructing a pool that is easy to implement and does not require additional materials to be paid by the customer in the case of pools provided in kit. This method of building a pool makes it easy to adjust the level and verticality of the freestanding structure easily and at no additional cost.

La présente invention n'est pas limitée à l'exemple de réalisation décrit mais s'étend à toute modification et variante évidentes pour un homme du métier tout en restant dans l'étendue de la protection définie dans les revendications annexées.The present invention is not limited to the embodiment described but extends to any modification and variation obvious to a person skilled in the art while remaining within the scope of protection defined in the appended claims.

Claims (13)

Procédé de construction d'une structure autoportante (2) pour bassin tel qu'une piscine, ladite structure autoportante (2) comportant au moins une pluralité de panneaux (21) agencés pour être assemblés côte à côte en vue de former au moins en partie le contour dudit bassin (11), lesdits panneaux (21) étant associés ou non à des jambes de force (4) disposées au moins en partie autour de la structure autoportante (2), caractérisé en ce que, lors de la pose de ladite structure autoportante (2), on utilise une pluralité de plots réglables (3) en hauteur, indépendants des panneaux (21) ou des jambes de force (4), lesdits plots réglables (3) étant positionnés entre le sol (S) et lesdits panneaux (21) et/ou entre le sol (S) et lesdites jambes de force (4) lors de la pose de ladite structure autoportante (2) pour pouvoir régler leur niveau respectif et aligner horizontalement et/ou verticalement ladite structure autoportante (2).A method of constructing a self-supporting structure (2) for a pool such as a swimming pool, said self-supporting structure (2) comprising at least a plurality of panels (21) arranged to be assembled side by side to form at least in part the outline of said basin (11), said panels (21) being associated or not with struts (4) arranged at least partly around the self-supporting structure (2), characterized in that , during the laying of said self-supporting structure (2), a plurality of adjustable studs (3) in height, independent of the panels (21) or of the struts (4), said adjustable studs (3) being positioned between the ground (S) and said panels (21) and / or between the ground (S) and said struts (4) during the laying of said self-supporting structure (2) to be able to adjust their respective level and align horizontally and / or vertically said self-supporting structure (2 ). Procédé selon la revendication 1 dans lequel les panneaux (21) de ladite structure autoportante (2) sont autoportants, caractérisé en ce que l'on positionne lesdits plots réglables (3) indépendamment desdits panneaux (21) entre le sol (S) et lesdits panneaux (21) et l'on règle leur niveau pour ajuster l'horizontalité desdits panneaux (21).Method according to claim 1, in which the panels (21) of said self-supporting structure (2) are self-supporting, characterized in that said adjustable studs (3) are positioned independently of said panels (21) between the ground (S) and said panels (21) and their level is adjusted to adjust the horizontality of said panels (21). Procédé selon la revendication 1 dans lequel ladite structure autoportante (2) comporte lesdits panneaux (21) dont une partie au moins est associée à des jambes de force, caractérisé en ce que l'on positionne lesdits plots réglables (3) indépendamment desdites jambes de force (4) entre le sol (S) et lesdites jambes de force (4) et l'on règle leur niveau pour ajuster la verticalité et/ ou l'horizontalité desdits panneaux (21).A method according to claim 1 wherein said self-supporting structure (2) comprises said panels (21) at least a portion of which is associated with struts, characterized in that said adjustable pads (3) are positioned independently of said struts. force (4) between the ground (S) and said struts (4) and their level is adjusted to adjust the verticality and / or horizontality of said panels (21). Procédé selon les revendications 1, caractérisé en ce que l'on ajuste le niveau d'au moins un panneau (21) et/ou d'au moins une jambe de force (4) en faisant varier la hauteur d'au moins un plot réglable (3).Method according to claim 1, characterized in that the level of at least one panel (21) and / or at least one strut (4) is adjusted by varying the height of at least one stud adjustable (3). Procédé selon la revendication 1, caractérisé en ce que l'on pose un plot réglable (3) au sol (S) et l'on pose indépendamment au moins un panneau (21) sur ledit plot réglable (3).Method according to claim 1, characterized in that an adjustable pad (3) is placed on the ground (S) and at least one panel (21) is placed independently on said adjustable pad (3). Procédé selon la revendication 1, caractérisé en ce que, dans un premier temps, l'on pose un plot réglable (3) de référence au sol (S), on assemble deux panneaux (21) adjacents au niveau de leurs extrémités (211) respectives dans une zone de jonction (212), et on dispose ladite zone de jonction (212) sur ledit plot réglable (3) de référence.Method according to Claim 1, characterized in that , in a first step, an adjustable reference pad (3) is placed on the ground (S), two adjacent panels (21) are assembled at their ends (211). respective in a junction area (212), and said junction area (212) is provided on said adjustable reference pad (3). Procédé selon la revendication 6, caractérisé en ce que, dans un second temps, l'on dispose un plot réglable (3) sous l'extrémité libre du panneau (21) assemblé et on assemble un nouveau panneau (21) au niveau de leurs extrémités (211) respectives plaçant la zone de jonction (212) sur ledit plot réglable (3).A method according to claim 6, characterized in that , in a second step, there is an adjustable stud (3) under the free end of the panel (21) assembled and a new panel (21) is assembled at their level. respective ends (211) placing the junction zone (212) on said adjustable stud (3). Procédé selon la revendication 1, caractérisé en ce que l'on fixe les jambes de force (4) aux panneaux (21) de la structure autoportante (2) du bassin.Method according to claim 1, characterized in that the struts (4) are fixed to the panels (21) of the self-supporting structure (2) of the basin. Procédé selon la revendication 1, caractérisé en ce que l'on pose indépendamment au moins un plot réglable (3) au sol (S) sous chaque jambe de force (4).Method according to claim 1, characterized in that at least one adjustable stud (3) on the ground (S) is placed independently under each strut (4). Procédé selon la revendication 1, caractérisé en ce que l'on fixe lesdites jambes de force (4) au sol (S) au moyen d'au moins un organe d'ancrage (45) pour ancrer la structure autoportante (2) du bassin au sol (S) avant mise en place d'une semelle filante (6).Method according to claim 1, characterized in that said struts (4) are fixed to the ground (S) by means of at least one anchoring member (45) for anchoring the self-supporting structure (2) of the basin on the ground (S) before setting up a running shoe (6). Procédé selon la revendication 1 dans lequel ledit bassin comporte au moins un élément annexe (7) tel qu'un escalier, caractérisé en ce que, lors de la pose de la structure autoportante (2) dudit bassin, on assemble une pluralité de panneaux (21) et au moins un élément annexe (7), en ce que ledit élément annexe (7) repose sur une pluralité de colonnes (8), et en ce que l'on utilise une pluralité de plots réglables (3) en hauteur et indépendant dudit élément annexe (7) positionnés entre le sol (S) et lesdites colonnes (8) et/ou entre lesdites colonnes (8) et ledit l'élément annexe (7) pour pouvoir régler leur niveau et aligner horizontalement ledit élément annexe (7) avec le reste de ladite structure autoportante (2).Method according to claim 1, in which said basin comprises at least one auxiliary element (7) such as a staircase, characterized in that , during the installation of the self-supporting structure (2) of said basin, a plurality of panels are assembled ( 21) and at least one additional element (7), in that said auxiliary element (7) rests on a plurality of columns (8), and in that a plurality of adjustable studs (3) are used in height and independent of said element annex (7) positioned between the ground (S) and said columns (8) and / or between said columns (8) and said auxiliary element (7) to be able to adjust their level and horizontally align said auxiliary element (7) with the remainder of said self-supporting structure (2). Bassin défini par une structure autoportante (2) comportant au moins une pluralité de panneaux (21) agencés pour être assemblés côte à côte en vue de former au moins en partie le contour dudit bassin, ledit bassin étant obtenu à partir du procédé de construction selon l'une quelconque des revendications 1 à 11, caractérisé en ce qu'il comporte une pluralité de plots réglables (3), indépendants des panneaux (21) ou des jambes de force (4), lesdits plots réglables (3) étant en hauteur positionnés entre le sol (S) et ladite structure autoportante (2).Basin defined by a self-supporting structure (2) comprising at least a plurality of panels (21) arranged to be assembled side by side in order to form at least partly the outline of said basin, said basin being obtained from the construction method according to any one of claims 1 to 11, characterized in that it comprises a plurality of adjustable studs (3) independent of the panels (21) or the struts (4), said adjustable studs (3) being in height positioned between the ground (S) and said self-supporting structure (2). Bassin selon la revendication 12, caractérisé en ce qu'il comporte une pluralité de jambes de force (4) disposées au moins en partie autour de la structure autoportante (2) et une pluralité de plots réglables (3) en hauteur, indépendants des panneaux (21) ou des jambes de force (4), lesdits plots réglables (3) étant positionnés entre le sol (S) et les dites jambes de force (4).Basin according to claim 12, characterized in that it comprises a plurality of struts (4) arranged at least partly around the self-supporting structure (2) and a plurality of adjustable studs (3) in height, independent of the panels (21) or struts (4), said adjustable pads (3) being positioned between the ground (S) and said struts (4).
EP15152457.6A 2014-01-29 2015-01-26 Method for constructing a self-supporting structure for a pool Withdrawn EP2907940A1 (en)

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FR1450684A FR3016909B1 (en) 2014-01-29 2014-01-29 METHOD FOR CONSTRUCTING A SELF-SUPPORTING STRUCTURE FOR A BASIN

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FR3076847A1 (en) * 2018-01-15 2019-07-19 Veni Vidi Vici Limited POOL BASIN WITH SIMPLIFIED MOUNTING
US11299897B1 (en) 2019-01-17 2022-04-12 Shane L. Saia Apparatus, system, and method for assembling, aligning, leveling, and squaring in-ground pool walls

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FR2783267A1 (en) * 1998-09-10 2000-03-17 Francois Contrino Method of making swimming pool basin involves assembling flanges shells sections with flanges received in grooves in exterior framework
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FR2869057A1 (en) * 2004-04-16 2005-10-21 Piscines Desjoyaux Sa Sa DEVICE FOR REALIZING A TOP OF CHAINAGE OF AN STAIRCASE
US8028476B1 (en) 2004-12-13 2011-10-04 Alford Michael R Pool leveling system

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US3059243A (en) * 1960-10-25 1962-10-23 Amcodyne Corp Tank construction
US3720964A (en) * 1970-10-19 1973-03-20 Chicago Swimming Pool Mfg Inc Prefabricated swimming pools
FR2783267A1 (en) * 1998-09-10 2000-03-17 Francois Contrino Method of making swimming pool basin involves assembling flanges shells sections with flanges received in grooves in exterior framework
FR2785928A1 (en) * 1998-11-17 2000-05-19 Dom Composit WALL ELEMENTS FOR CONSTITUTING THE ENCLOSURE OF AN IN-GROUND POOL
WO2004015224A1 (en) * 2002-08-09 2004-02-19 Agrisilos S.R.L. An overflowing above-ground swimming pool
FR2869057A1 (en) * 2004-04-16 2005-10-21 Piscines Desjoyaux Sa Sa DEVICE FOR REALIZING A TOP OF CHAINAGE OF AN STAIRCASE
US8028476B1 (en) 2004-12-13 2011-10-04 Alford Michael R Pool leveling system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3076847A1 (en) * 2018-01-15 2019-07-19 Veni Vidi Vici Limited POOL BASIN WITH SIMPLIFIED MOUNTING
US11299897B1 (en) 2019-01-17 2022-04-12 Shane L. Saia Apparatus, system, and method for assembling, aligning, leveling, and squaring in-ground pool walls

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FR3016909A1 (en) 2015-07-31

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