The invention relates to the technical sector of constructional elements for swimming pools.
It is known to produce swimming pools using independent modular panels that are assembled together in different ways in order to produce the actual swimming pool. The teaching of patent EP 0382649, of which the applicant for the present patent is also proprietor, may, for example, be cited. According to the teaching of that patent, each panel, of rectangular general shape, has a peripheral framework delimiting vertical flanges for assembly with adjacent modular panels. Each panel has a width that is smaller than its height. By way of indication, the height of the panels is of the order of 4 times its width. For example, this height is approximately 1.20 m, whereas the width is approximately 25 cm.
More generally, these modular panels are obtained by means of a conventional plastics injection-moulding process. Each panel may be formed by a prefabricated structure that receives a reinforcing element shaped as a section in order to receive, over its entire height, the concrete that is in communication with an anchorage. This technical solution offers many advantages over earlier techniques in this field. Furthermore, producing the panels using a plastics injection-moulding process makes it possible to obtain a particularly competitive production cost.
However, by virtue of its principle, the injection-moulding process limits the dimensional characteristics of the panels and also requires the use of very powerful injection-moulding machines.
For these various reasons, it is necessary to limit the width of the panels in order to obtain an acceptable degree of straightness. Otherwise, the panels will have a tendency to twist. As indicated previously, a width of 25 cm is acceptable within the context of an injection-moulding process. However, using modules with a 25-centimetre base requires numerous joints that are likely to detract from the aesthetic appearance, requiring leaktight assembly between each module.
It is also apparent that the conventional injection-moulding process limits the thickness of the panels and the height of any stiffening ribs that one of the faces of these panels may have. Thus, the width of the ribs considered at their base must be equal, at most, substantially to one third of the thickness of the panel, otherwise sunken areas related to material shrinkage will be created.
With reference to
On the basis of that prior art, the problem that the invention proposes to solve is how to obtain modular panels of much greater dimensions, of the order of 1 m to 2 m or larger, depending on the capacity of the injection-moulding machine, which makes it possible to reduce the number of joints over the relevant length of the swimming-pool, with the objective, also, of being able to produce a panel of greater thickness with, consequently, stiffening ribs that are also larger.
To solve the problem posed, that of increasing the dimensions of the modular panel, particularly its width and its thickness, it is also appropriate to solve the problem posed of not deforming its structure, in other words of overcoming any problem of twisting.
The problems to be solved being thus posed, a particularly suitable technical solution lies in the use of the compression-injection moulding process for producing swimming-pool panels made from a plastic, particularly a recycled plastic.
Given the application of this compression-injection moulding process, the principle of which is perfectly well known to a person skilled in the art, the panel obtained has a planar or curved quadrangular general shape that is perfectly rectilinear over all its dimensions, at least one of the faces of said panel having stiffening ribs.
To solve the problem posed in particular of assembling the panels together, each panel has, on the ribbed-face side, a peripheral squared framework, the vertical flanges of which have complementary arrangements for coupling with adjacent panels in order to produce the closed structure of the pool.
To solve the problem posed of maintaining the panels in a vertical position, the lower horizontal flange has arrangements for the engagement of members for anchoring in the ground.
To solve the problem posed of obtaining sufficient rigidity for the structure of the panel, while preventing any possible deformation, particularly through the effect of the water pressure exerted, the ribs are formed vertically and/or horizontally on the outer face of said panel.
According to one embodiment, to avoid, in particular, the use of a stiffening upper metal piece, the horizontal upper edge of the outer face of the panel delimits a strip formed from a plurality of ribs arranged in staggered fashion, particularly in the form of a honeycomb.
After the various panels have been assembled together in the form of the desired swimming pool, and in order to solve the problem posed of being able to fit out the inside of the pool with a leaktight sheet known as a liner, the panel has, in its thickness, in the region of the horizontal upper flange of the framework, a profiled groove for the engagement and the clamping of the liner.
To solve the problem posed of being able to adapt the profile of the panel, the latter has, in its thickness, at regular or irregular intervals and parallel to its vertical edges, reductions in thickness capable of acting as hinges in order to modify the longitudinal profile of said panel as desired.
According to one embodiment, and with a view to being able, after assembly of the panels, to produce an upper anchorage, its outer face has, in its upper part, catching and positioning arrangements capable of interacting with complementary arrangements of attached independent modifiable elements acting as gutters for the pouring of a concrete with a view to forming said peripheral upper anchorage after coupling of the various panels.
According to another embodiment, in order to solve the problem posed of preventing any deformation of the panel through the effect of the stresses exerted because of water pressure, its outer face has, over all or part of its height, catching and positioning arrangements capable of interacting with complementary arrangements of at least one attached independent element acting as a vertical shaft, in communication with the anchorage elements, for the pouring of a concrete.
Given the application of the compression-injection moulding process to the production of a panel for a swimming pool, the panel may, by way of non-limiting indication, have a length of between 1000 and 2000 mm approximately and a thickness of approximately 7 to 8 mm, the ribs having a thickness of approximately 6 to 7 mm at their base.
The invention is set forth below in greater detail with the aid of the figures of the appended drawings, in which:
As indicated, each modular panel, designated overall by (1), is obtained, according to a fundamental characteristic of the invention, by means of the process of compression-injection moulding (
At least one of the faces of the panel (1), namely the outer face, has a plurality of stiffening ribs (1a). These ribs (1a) are formed vertically and/or horizontally. The panel (1) has, on its ribbed-face side, a squared assembly and stiffening framework formed by two vertical flanges (1b) and (1c) and two horizontal flanges (1d) and (1e). By way of indication, the thickness (e) of each panel is approximately 7 to 8 mm. It is consequently possible to obtain ribs (1a) having a base part of approximately 6 to 7 mm.
The vertical flanges (1b) and (1c) of each panel have complementary arrangements for coupling with the adjacent panels in order to produce the closed structure of the pool. For example, these arrangements are capable, instantaneously, of assembling the flanges of the modular panels in juxtaposition and simultaneously making the resulting assembly leaktight. Such arrangements are, for example, of the type described in patent FR 2 765 909, of which the Applicant for the present patent is also the proprietor.
According to another characteristic of the invention, the lower horizontal flange (1e) is wider than the other flanges (1b), (1c) and (1d) in order to form a supporting sole plate. Thus, the flange (1e) has any type of arrangement for the engagement of members for anchoring in the ground.
In a simplified embodiment, given the use of the compression-injection moulding process that makes it possible to obtain a relatively thick panel with, consequently ribs that are also suitably dimensioned, it is possible not to use anchorage and shaft elements for the pouring of a concrete.
Advantageously, the horizontal upper edge of the outer face of the panel (1) delimits a strip formed from a plurality of ribs (1f) arranged in a staggered fashion, particularly in a honeycomb (
As already indicated, using the compression-injection moulding process makes it possible significantly to increase the thickness of the panel. This is the case, in particular, of the upper horizontal flange (1d), which may consequently have, in its thickness, a profiled groove (1d1) for the engagement and clamping of a liner (2). In fact, in a known manner, the edge of the liner (2) has a rod or bead (2a) that can consequently be clipped into the profile section of the groove (1d1).
Advantageously, these arrangements avoid the use of an attached catching profile for fastening the liner.
Without thereby departing from the scope of the invention, it is not excluded that panels should be combined, after assembly in juxtaposition with an upper anchorage and, optionally, with vertical shafts for the pouring of a concrete. According to this embodiment, it is consequently possible to reduce the thickness of the panel.
As
It should be noted that the elements (3) and (4), for the pouring of the concrete forming the upper anchorage, and the vertical shaft may be implemented in accordance with a technical solution that is identical or equivalent to that described and illustrated in the above-mentioned patent FR 2 765 909.
The advantages are clearly apparent from the description and, in particular, the following are emphasised and recalled:
Number | Date | Country | Kind |
---|---|---|---|
03/07571 | Jun 2003 | FR | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
---|---|---|---|---|
PCT/FR04/01422 | 6/9/2004 | WO | 12/12/2005 |