Technical field of the invention
[0001] The present invention refers to a system that ensures the watertightness and fixation
of the flexible and impervious lining of a swimming pool or reservoir to the overflow
gutter of swimming pools or water reservoirs.
Background of the invention
[0002] Currently there are various types of water circulation systems for swimming pools
and reservoirs, within which the system of water circulation of the "overflow" type
is included and whose operation is characterized by the existence of a gutter placed
around the whole perimeter of the swimming pool or reservoir, outer side, whose function
is to collect the water which overflows from the swimming pool which is driven, by
force of gravity, to a surge tank from where is captured by a circulation pump that
directs it to a filter and subsequently returns it again to the swimming pool by means
of the injectors placed on the side or the bottom of the swimming pool or water reservoir.
[0003] The construction and waterproofing of a swinging pool or reservoir with the water
circulation system of the "overflow" type can be accomplished by means of various
construction techniques, such as reinforced concrete or shotcrete, which guarantee
the watertightness of the pool or rese-voir, nevertheless with considerable costs
of labour and materials. Other more economical construction techniques are equally
applicable to this type of pool or reservoirs, such as, structure with metal panels,
with resin panels, which merely ensure the stability of the swimming pool or reservoir
tub the watertightness of which is achieved by the application of a flexible and impervious
lining. This latter lining may have an internal frame called "reinforced flexible
and impervious lining" less economic or not have this frame and be designated as "flexible
and impervious lining", more inexpensive. The application of the reinforced flexible
and impervious lining, less economic and more time consuming consists in the cut on
site of the lining which comes in rolls, by the technicians, according to the desired
measurements, and subsequent manual welding in the swimming pool or reservoir structure
itself by moulding thereon. The cheapest and fastest waterproofing of the pool or
reservoir is obtained by the application of an impervious and flexible lining originated
from an industrial process, which provides the cut and welding mechanically, tailored
in the shape and size of the swimming pool or reservoir to which it is intended.
[0004] That said, the attainment of watertightness in the use of the flexible and impervious
lining in pools or reservoirs with overflow systems is a challenge.
[0005] In fact, the difficultly lies in the fixation of the flexible and impervious lining
to the gutter and to present the water from entering the structure of the pool or
reservoir, going to the reverse side of the impervious and flexible lining, through
the existing system of fixation of said lining to the gutter, losing water from the
system.
[0006] The present invention proposes to overcome the lack/inefficiency of watertightness
inherent to the use of the flexible and pervious lining in overflow gutter for swimming
pools or reservoirs by means of a system produced industrially and easy to apply.
[0007] There are several devices for the fixation of a pool liner, such as the document
FR27B3856 which discloses a fixation profile for swimming pool and an adapted liner whereby
the fixation of the liner to the profile é obtained by the fitting of a "head" in
the form of an arrow, located at end of the liner, on the edge of the profile which
has a hook on which a wedge will eventually fall.
[0008] The system, comprised by various devices connected to one another, allows the fixation
of the impervious and flexible lining of the swimming pool or reservoir, as well as
prevents the loss of water from the hydraulic system of the pool or water reservoir,
namely and by way of indication, into the space between the impervious and flexible
lining of the swimming pool or reservoir and the overflow gutter and the structure
of the swimming pool itself, a phenomenon enhanced by the constant overflow of water
from the swimming pool or reservoir into the collection gutter making said system
watertight.
General description of the invention
[0009] The system according to the present invention is small and of easy handling.
[0010] The system for watertightness and fixation of the flexible and impervious lining
to the overflow gutter consists of four interconnected components.
[0011] The first component refers to a gutter (1), which can be obtained by cutting and
bending of a colaminated sheet, which in turn is obtained by an industrial process,
through the coating of the galvanized sheet with polyvinyl chloride, better known
as PVC. The gutter (1) can be applied to various types of structures of pools or reservoirs
(32), as a result of various techniques of constructions of swimming pools or reservoirs,
such as reinforced concrete or metallic or resinous panels. It has at its end two
side flaps (5) and a bottom flap (4), in order to allow for the union between the
various excerpts of the gutter (1), this union being stabilized with the application
of screws with nuts in the perforations (6) that the flaps (4, 5) have. The watertightness
of the union between the various excerpts of the gutter (1) is reinforced with the
application of liquid PVC on said unions. The gutter also has two support bases (2)
for the placement of various types of grid (31) commercially available. The inner
side end of the gutter (3) allows, besides the guidance in the placement of the gutter
on the structure of the swimming pool or reservoir, for the application of the reinforced
flexible and impervious lining (25), since the lining of the gutter is compatible
with the reinforced flexible and impervious lining (25), allowing the technician to
weld the two materials on site and thus ensure the union and watertightness between
the two materials.
[0012] The second component refers to an anchoring profile (8) and can be manufactured by
means of an extrusion process of rigid material, such as aluminium, for example. The
support bases of the anchoring profile (15) are placed and fixed on the inner side
base of the gutter (7) by means of a polymer based sealant and adhesive applied on
the bases of the anchoring profile (-15). The-anchoring profile (8) has a non-slip
surface (13) on the upper part of the anchoring profile (8) to ensure better adherence
and greater safety for the pool or reservoir user, also ensuring a better grip should
the application of some type of coating on this profile is intended. The two union
cavities (14) located at the bottom part of the non-slip surface (13), are intended
to facilitate the sequential joint of the excerpts of the anchoring profiles, using
the introduction of a joint profile (30) in the same. The anchoring cavity (9), located
on the inner end of the anchoring profile (8), is intended to receive the fixation
profile (16) and comprises a stop for fixing the anchoring profile (10), located in
the lower end of said anchoring cavity (9) and a watertight recess (11) located at
the upper end of said anchoring cavity (10). At the end of the anchoring profile (8),
there is a boss for the watertightness of the anchoring profile (12).
[0013] The third component consists of a fixation profile (16), whose aim allows simultaneously
the fixation of the flexible and impervious lining (24) to the anchoring profile (8)
and allows the watertightness for the system of overflow gutter of swimming pools
or reservoirs. The fixation profile is preferably formed by a flexible material, such
as PVC, in that it has a concave shape with respect to the anchoring cavity (9), shaping
the latter, as well as a stop of fixation profile (17), cavity of fixation profile
(18), blocking relieves of the fixation profile (19), watertightness boss of the fixation
profile (20). The fixation profile (16) also presents a surface that allows the welding
(23) of the flexible and impervious lining (24), at the factory, in high frequency,
to the fixation profile (16). The fixation profile (16) fits, moulds itself to the
cavity of anchoring (9), by means of its manual introduction in said cavity, and whose
immobilization is obtained through the fitting of the stop of the fixation profile
(17), into the stop of fixation of the anchcring profile (10).
[0014] The fourth component refers to a locking profile (26), whose application together
with the gutter (1), anchoring profile (8) and fixation profile (16) allows to achieve
the watertightness and fixation of the overflow gutter system. It consists of material
derived from PVC, but with more rigidity than the fixation profile and is intended
to finish the fitting and the final fixation of the fixation profile (16) into the
anchoring profile (8) by introducing the same (locking profile (26)) into the cavity
of the fixation profile (18). The locking profile (26) has an upper base (28) and
a lower base (27) both with locking relieves (29), allowing a better adhesion to the
fixation profile (16). The introduction of the locking profile (26) causes an expansion
of the fixation profile (16) due to the embedding of the upper base of the locking
profile (28) and the lower base of the same (27), crushing the lower contact surface
of the fixation profile (22) to the lower surface of the anchoring cavity (9b) and
the upper contact surface of the fixation profile (21) to the upper surface of the
anchoring cavity (9a) . The same expansion of the fixation profile (16) causes the
fitting of the watertightness boss of the fixation profile (20) into the watertightness
recess (11). The immobilization of the locking profile (26) into the cavity of the
fixation profile (18) is obtained by anchoring the locking relives of the locking
profile (29) into the locking relieves of the fixation profile (19).
[0015] With the present system for overflow gutter of swimming pools or reservoirs com anchoring
and watertightness profiles for the application of flexible and impervious coating
is intended to present a novel, economic and rapid solution in response to the difficulties
inherent to the fixation and watertightness of such pools or reservoirs, with the
resulting gain in assembly time, cost associated with the workmanship of the industry
of construction of swimming pools or water reservoirs.
Description of the drawings
[0016]
Figure 1 shows a perspective view of an overflow gutter.
Figure 2 shows a sectional view of the overflow gutter.
Figure 3 shows a perspective view of the anchoring profile.
Figure 4 shows a sectional view of the anchoring profile.
Figure 5 shows a detail of the union of the excerpts of the anchoring profile.
Figure 6 shows a perspective view of the fixation profile.
Figure 7 shows the fixation profile in sectional view.
Figure 8 shows a perspective view of the locking profile.
Figure 9 shows a sectional view of the locking profile.
Figure 10 shows a perspective view of the overflow gutter with fixation of the reinforced
impervious and flexible lining.
Figure 11 shows a detail of the reinforced impervious and flexible lining fixed.
Figure 12 shows a global perspective view of the different components of the system.
Figure 13 shows a sectional view of the different components of the system.
Figure 14 shows a sectional view of the different components in their final position.
Figure 15 shows a perspective view of the different components in the final position.
1. The fixation and watertightness system for reservoir overflow gutter with adapted
profiles
characterized in that the system comprises the following components:
- a gutter (1) which has at its end two side flaps (5), a bottom flap (4) and two
support bases (2), the union thereof being stabilized with the application of screws
with nuts in the perforations (6);
- an anchoring profile (8) which has a non-slip surface (13), two union cavities (14),
an anchoring cavity (9) located at the inner end of the profile (8) and that receives
the fixation profile (16) and also a watertightness boss of the anchoring profile
(12);
- a fixation profile (16) which has a stop of the fixation profile (17), cavity of
the fixation profile (18), relieves of the fixation profile (19) and a watertightness
boss of the fixation profile (20) e;
- a locking profile (26) which has an upper base (28) and a lower base (27) both with
locking relieves (29).
2. The system according to claim 1, characterized in that the gutter (1) has an inner side end (3) for the application of the reinforced flexible
and pervious lining (25).
3. The system according to the previous claims, characterized in that liquid vinyl polychloride is applied on the unions.
4. The system according to the previous claims, characterized in that the gutter (1) is obtained by cutting and bending of a colaminated sheet, which in
turn is obtained by an industrial process, through the coating of the galvanized sheet
with polyvinyl chloride.
5. The system according to the previous claims, characterized in that the anchoring profile (8) is obtained by means of an extrusion process.
6. The system according to the previous claims, characterized in that the anchoring cavity (9) comprises a stop of fixation of the anchoring profile (10)
and a watertightness recess (11).
7. The system according to the previous claims, characterized in that the fixation profile (16) presents a surface that allows the welding (23) of the
flexible and impervious lining (24).
8. System according to the previous claims, characterized in that the fixation profile (16) is immobilized through the fitting of the stop of the fixation
profile (17) into the stop of fixation of the anchoring profile (10).
9. The system according to the previous claims, characterized in that the locking profile (26) is made of a material with more rigidity that the fixation
profile (16).
10. The system according to the previous claims, characterized in that a joint profile is mounted (30) in both union cavities (14), located in the lower
part of the non-slip surface (13).
11. The process to obtain the fixation and watertightness system for reservoir overflow
gutter with adapted profiles according to claims 1-10,
characterized in that it has the following steps:
the fixation-profile (16) is welded to the flexible and impervious lining (24);
the profile (16) is stabilized in the anchoring profile (8) through the fitting of
the stop (17) of the profile (16) into the fixation stop of the anchoring profile
(10) through the introduction of the watertightness bess of the fixation profile (20)
into the watertightness recess of the anchoring profile (11), fixed in the overflow
gutter (1);
- the profile (16) is further stabilized by the introduction of a locking profile
(26), which allows the expansion of the profile (16) and the resulting crushing of
the lower contact surface of the fixation profile (22) to the lower surface of the
anchoring cavity (9b) and the upper contact surface of the fixation profile (21) to
the upper surface of the anchoring cavity (9a).
12. The process according to claim 11, characterized in that the immobilization of the locking profile (26) in the cavity of the fixation profile
(18) is obtained by the anchoring of the locking relieves of the locking profile (29)
into the locking relieves of the fixation profile (19)
13. The use of the system according to claims 1 to 10 and of the process according to
claims 11 and 12, characterized in that it is used in swimming pools and water reservoirs.