EP4459076B1 - Schwimmbeckeninstallation mit pufferrohren zur wasserspeicherung aus einem wasserrückgewinnungsnetzwerk - Google Patents

Schwimmbeckeninstallation mit pufferrohren zur wasserspeicherung aus einem wasserrückgewinnungsnetzwerk

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Publication number
EP4459076B1
EP4459076B1 EP24172628.0A EP24172628A EP4459076B1 EP 4459076 B1 EP4459076 B1 EP 4459076B1 EP 24172628 A EP24172628 A EP 24172628A EP 4459076 B1 EP4459076 B1 EP 4459076B1
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EP
European Patent Office
Prior art keywords
basin
buffer tubes
water
swimming pool
distribution
Prior art date
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Active
Application number
EP24172628.0A
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English (en)
French (fr)
Other versions
EP4459076A1 (de
Inventor
Olivier Marand
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Individual
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Individual
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Publication date
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Priority to MA71475A priority Critical patent/MA71475A/fr
Publication of EP4459076A1 publication Critical patent/EP4459076A1/de
Application granted granted Critical
Publication of EP4459076B1 publication Critical patent/EP4459076B1/de
Active legal-status Critical Current
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • E04H4/12—Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
    • E04H4/1209—Treatment of water for swimming pools
    • 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
    • E04H4/12—Devices or arrangements for circulating water, i.e. devices for removal of polluted water, cleaning baths or for water treatment
    • E04H4/1209—Treatment of water for swimming pools
    • E04H4/1218—Devices for removal of polluted water; Circumferential gutters
    • E04H4/1227—Circumferential gutters

Definitions

  • the invention relates to a swimming pool installation equipped with buffer tubes for storing water from a water recovery network, and in particular from rainwater and/or wastewater recovery.
  • It relates more specifically to a swimming pool installation that offers a water storage solution recovered by a water recovery network.
  • the invention finds a favorite, but not limited, application in swimming pool installations intended for private individuals or communities.
  • recovered water whether from a rainwater harvesting network or a wastewater recovery network, is stored in dedicated recovery tanks, usually buried underground.
  • the invention proposes a solution that is economical, in the sense that it takes advantage of a swimming pool, and more specifically of a construction site for an in-ground or semi-in-ground swimming pool, to install means of storing water from a water recovery network.
  • One aim of the invention is to optimize the space for the installation of a recovery water storage volume.
  • the invention proposes, during the construction of a swimming pool, the use of support elements that serve both to support the perimeter walls of the pool and to support the buffer tanks.
  • these support elements form structural stiffening elements that contribute to the mechanical stability of the pool against the horizontal pressure exerted by the water contained in the pool on the perimeter walls, while also supporting the buffer tanks, which are thus protected once buried.
  • the installation of the buffer pipes which serve as storage tanks for water from the rainwater harvesting system, is carried out simultaneously with the construction of the in-ground or semi-in-ground pool, eliminating the need for any subsequent burial work. In other words, the burial and excavation work is completed in a single operation during the pool's construction.
  • the invention reduces the ground space required for the rainwater storage volume compared to a solution based on a conventional underground rainwater harvesting tank.
  • the recovered water is therefore channeled into buffer pipes, positioned around the pool, before being distributed according to the uses and needs by means of the hydraulic distribution system. Also, the invention proposes to combine a classic and recreational use of the swimming pool with an ecological and economical use of recovered water storage.
  • the support elements each have at least two support stages which are superimposed one on top of the other, so as to support buffer tubes superimposed one on top of the other.
  • the buffer tubes extend around the basin and are stacked one on top of the other; the various support elements forming a kind of ladder between which the buffer tubes extend.
  • This feature allows for several buffer tubes all around the basin without taking up too much space on the sides, by taking advantage of the height offered by the basin to "stack" the buffer tubes vertically.
  • the buffer tubes are vertically offset, each supported by dedicated support levels, in order to ensure their mechanical reliability.
  • the water recovery network is equipped with at least one filtration device upstream of the buffer tubes, so as to filter the recovered water before storage in the buffer tubes.
  • the water recovery network is equipped with an overflow upstream of the buffer tubes, so as to evacuate excess water when the buffer tubes are all full.
  • At least one suction pipe and/or at least one discharge pipe is at least partially supported by at least some of the support elements next to the buffer tubes.
  • suction pipe(s) and/or the discharge pipe(s) are supported by the support elements, which improves the durability of these pipes since there is no longer any stress exerted on them.
  • At least one purge pipe is equipped with a purge filter and is fluidly connected to at least one of the buffer tubes in order to fill it with purge water from the basin.
  • buffer tubes can also be used to collect and store purge water from the basin, particularly during a cleaning of the basin filter, preferably by passing through the purge filter which reduces the possible chlorine level.
  • the hydraulic distribution system includes upstream of the distribution pump upstream distribution pipes which are, on the one hand, all connected to the distribution pump and, on the other hand, fluidly connected to the respective buffer tubes, each upstream distribution pipe being thus allocated to one of the buffer tubes which is its own and being fitted with a valve in order to draw water independently from the buffer tubes.
  • each buffer tube can be used/emptied independently for distribution related to a specific use.
  • the hydraulic distribution system includes downstream of the distribution pump downstream distribution pipes which are, on the one hand, all connected to the distribution pump and, on the other hand, fluidly connected to separate distribution ports, each downstream distribution pipe being allocated to one of the distribution ports which is its own and being fitted with a valve in order to distribute the water independently to the distribution ports.
  • the downstream distribution pipes include at least one of the following pipes: an irrigation pipe for outdoor irrigation, a domestic pipe for domestic use, a pond filling pipe for filling the pond.
  • the water recovery network is connected to an overflow of the basin in order to fill the buffer tubes with water from this overflow.
  • buffer tubes can also be used to collect and store water from the overflow of the pool, particularly during a heavy rain event, preferably by passing through a filtration device which reduces the possible chlorine level.
  • the support elements have respective uppermost peaks which are arranged in the same horizontal plane
  • the pool installation includes struts extending between the peaks of at least two support elements and joined end to end to extend around the pool, and a pool coping which is fixed to said struts, for example with a bonding fixing.
  • the support elements extend the full height of the basin to support crossbeams that in turn support the basin's coping, adding a new function to these support elements beyond simply supporting the buffer tubes and structurally reinforcing the basin.
  • These crossbeams also structurally stiffen the entire assembly formed by the support elements. It should be noted that these crossbeams can be in the form of profiles.
  • the spacers each have a recessed gutter section, in order to delimit together an external gutter around the basin.
  • the support elements also support the drainage channel, which is integrated into the butted crossbeams.
  • the recessed section of the drainage channel thus forms a gutter-shaped section, for example, a U-shape, to collect runoff water, for example, from a terrace bordering the pool.
  • the external drainage channel can extend around the entire perimeter of the pool, or alternatively, it can extend only a portion of the perimeter.
  • the support elements each have a base fixed to a slab supporting the basin.
  • these support elements are fixed both to the peripheral walls of the basin and to the slab, usually a concrete slab.
  • the support elements are joined together, step by step, thus stiffening the structure formed by the interconnected support elements.
  • Basin 2 is preferably an underground basin. This basin 2 is provided inside a cavity previously dug in the ground, on a 90 slab, for example made of a concrete slab, preferably reinforced.
  • the walls 20 and 21 of basin 2 can be made of various materials, such as stainless steel, steel, a plastic material like PVC, wood, or any other suitable material.
  • the perimeter walls of basin 20 can be made of assembled panels, such as concrete panels as illustrated in the diagram. Figure 5 .
  • basin 2 will also include one or more waterproofing layers on the walls 20, 21 of basin 2.
  • the bottom wall of basin 21 can thus be formed from such a waterproofing layer fixed to the slab 90.
  • the waterproofing layer fixed to the slab 90 (and therefore partly forming the bottom wall of basin 21) can, in an example of an embodiment illustrated on the Figure 6 , extend beyond the bottom walls of basin 21 (outside of basin 2 therefore) and pass under the support elements 3.
  • Slab 90 is sized to extend beyond the bottom walls of basin 21, thus forming a peripheral band of slab 91 around the entire perimeter of the bottom wall of basin 21.
  • the support elements 3 are fixed to this peripheral strip of slab 91, for example by screwing, bolting, or other means of fixing/fastening.
  • each of the support elements 3 has a base 30 fixed to the slab 90 supporting the basin 2.
  • the base 30 of at least one of the support elements 3 can be fixed on the slab 90 with the interposition of adjustable feet 33, previously adjusted to the correct height, before fixing on the slab 90.
  • the support elements 3 are arranged around the perimeter of the basin 2 and are spaced apart, for example at regular intervals.
  • the support elements 3 are thus positioned outside the basin 2 and are also fixed to the peripheral walls of the basin 20, for example by screwing, bolting, or other means of fixing/strengthening.
  • These support elements 3 preferably extend over substantially the entire height/depth of the basin 2, so that these support elements 3 can have varying or distinct heights if the basin 2 has a varying height/depth. These support elements 3 serve to structure the basin 2, by supporting the peripheral walls of basin 20, in the manner of struts or supports.
  • the support elements 3 have respective upper vertices 31 which are arranged in the same horizontal plane, and the pool installation 1 includes spacers 5 (of the profile type) extending between the vertices 31 of at least two support elements 3 and assembled end to end to extend around the pool 2. These spacers 5 make it possible to connect the support elements 3 to each other, step by step, thus stiffening the structure of the pool installation 1. The support elements 3 are therefore linked and locked together by their vertices 31, allowing total rigidity of the structure.
  • the pool installation 1 includes a coping 22 for the basin 2, which is fixed to these spacers 5, for example, by gluing.
  • the support elements 3, via the spacers 5, also serve to support the coping 22 of the basin 2.
  • the spacers 5 extend outwards from the coping 22 and the support elements 3, each presenting a recessed section of the channel 50, thus together defining an external channel 51 around the basin 2.
  • the external channel 51 is offset from the coping 22 and is preferably covered by a grate 54; this grate 54, for example, extending from a terrace 92 to collect the water running off this terrace 92 in the external channel 51.
  • the external channel 51 is also schematically illustrated on the Figure 2 .
  • the support elements 3 each have at least two support tiers 32 which are stacked one above the other, so as to support at least two buffer tubes 4 stacked one above the other.
  • the support elements 3 each have three support tiers 32 stacked one above the other, so as to support three vertically stacked buffer tubes 4.
  • the support elements 3 thus form a kind of ladder, made, for example, of metal or a metal alloy such as steel.
  • the support elements 3 are therefore also buried, along with the buffer tubes 4, in the cavity excavated in the ground, before being covered.
  • the buffer tubes 4 extend between the supporting elements 3 that support them and can be composed of tubular sections joined end-to-end in a watertight manner.
  • the buffer tubes 4 can have circular or other cross-sectional shapes.
  • the buffer tubes 4 can be made of a material plastic, such as PVC or PET, or another suitable material for storing water in a watertight manner.
  • the water recovery network 6 can be a rainwater and/or wastewater recovery network.
  • Rainwater harvesting can be carried out, for example, at the level of one or more gutters of a building, and also, for example, at the level of the exterior gutter 51, as illustrated on the Figure 2
  • Wastewater recovery can be carried out at the level of one or more sanitary wastewater drains connected, for example, to washbasins, sinks, showers, bathtubs, etc.
  • this water recovery network 6 can be equipped with at least one filtration device 60 upstream of the buffer tubes 4, in order to filter at least partially the recovered water before storage in the buffer tubes 4.
  • This water recovery network 6 can be equipped with an overflow 61 upstream of the buffer tubes 4, in order to evacuate excess recovery water if the buffer tubes 4 are full.
  • the water recovery network 6 can be connected to an overflow 23 of the basin 2 (via a crossing of one of the peripheral walls of basin 20) in order to be able to fill the buffer tubes 4 with water from this overflow 23.
  • the hydraulic distribution system 7 may include upstream of the distribution pump 70 upstream distribution pipes 71 which are, on the one hand, all connected to the distribution pump 70 and, on the other hand, fluidly connected to the respective buffer tubes 4, each upstream distribution pipe 71 being thus allocated to one of the buffer tubes 4 which has its own and is equipped with a valve 72.
  • each upstream distribution pipe 71 being thus allocated to one of the buffer tubes 4 which has its own and is equipped with a valve 72.
  • the hydraulic distribution system 7 includes a sealed tank 77 into which each of the buffer tubes 4 opens (possibly via a valve 72) and the distribution pump 70 is connected to said sealed tank 77.
  • the hydraulic distribution system 7 comprises, downstream of the distribution pump 70, downstream distribution pipes 73 which are, on the one hand, all connected to the distribution pump 70 and, on the other hand, fluidly connected to distinct distribution ports 74, each downstream distribution pipe 73 being allocated to one of the distribution ports 74 which has its own and being equipped with a valve 75.
  • each downstream distribution pipe 73 being allocated to one of the distribution ports 74 which has its own and being equipped with a valve 75.
  • downstream distribution pipes 73 include at least one of the following: a sprinkler pipe for outdoor watering, a domestic pipe for domestic use, a pond filling pipe to fill pond 2.
  • one of the downstream distribution pipes 73 passes through one of the peripheral walls of basin 20, so that the associated distribution port 74 opens at the level of the interior of basin 2.
  • the water from basin 2 is drawn in at the suction inlet(s) 84, 85, to pass into The water from basin 2 is drawn in through the filter inlet 81 and then discharged through the discharge inlet(s) 87.
  • the water from basin 2 is drawn in through the suction inlet(s) 84, 85 and discharged directly through the purge pipe(s) 88.
  • the cleaning position of the multiport valve 82 the water from basin 2 is drawn in through the suction inlet(s) 84, 85, passes through the filter inlet 81 for cleaning, and is then discharged through the purge pipe(s) 88.
  • Other positions are, of course, possible to achieve different water circulation patterns for basin 2.
  • At least one suction pipe 83 and/or at least one discharge pipe 86 is at least partially supported by at least some of the support elements 3 next to the buffer tubes 4.
  • the suction pipe(s) 83 can be supported by all or part of the support elements 3.
  • the discharge pipe(s) 86 can be supported by all or part of the support elements 3.
  • the support elements 3 can therefore also serve to support such pipes 83, 86.
  • At least one drain pipe 88 is fitted with a drain filter 89 and is fluidly connected to at least one of the buffer tubes 4 in order to fill them with drain water from basin 2.
  • the water drawn from basin 2 can be introduced into at least one of the buffer tubes 4 for storage there, after filtration via the drain filter 89 (for example, filtration to remove chlorine and/or chlorine derivatives).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Water Supply & Treatment (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Sewage (AREA)

Claims (14)

  1. Schwimmbadanlage (1), umfassend:
    - Beckenumfangswände (20), die um eine Beckenbodenwand (21) herum angeordnet sind, um ein Becken (2) innen zu begrenzen;
    - Stützelemente (3), die außen an den Beckenumfangswänden (20) befestigt und um das Becken (2) herum angeordnet sind;
    - Pufferrohre (4), die zur Speicherung von Wasser dienen und die von den Stützelementen (3) so getragen werden, dass sie sich um das Becken (2) herum erstrecken;
    - ein Wasserrückgewinnungsnetz (6), beispielsweise zur Rückgewinnung von Regenwasser und/oder gebrauchtem Brauchwasser, das fluidisch mit den Pufferrohren (4) verbunden ist, um sie mit Wasser zu füllen; und
    - ein hydraulisches Verteilungssystem (7), das fluidisch mit den Pufferrohren (4) verbunden ist und mit mindestens einer Verteilungspumpe (70) zum Verteilen des in den Pufferrohren (4) gespeicherten Wassers ausgestattet ist;
    dadurch gekennzeichnet, dass die Stützelemente (3) jeweils mindestens zwei Stützebenen (32) aufweisen, die übereinander liegen, um übereinander liegende Pufferrohre (4) zu tragen.
  2. Schwimmbadanlage (1) nach Anspruch 1, wobei das Wasserrückgewinnungsnetz (6) mit mindestens einer Filtervorrichtung (60) vor den Pufferrohren (4) ausgestattet ist.
  3. Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, wobei das Wasserrückgewinnungsnetz (6) mit einem Überlauf (61) vor den Pufferrohren (4) ausgestattet ist.
  4. Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, umfassend ein Behandlungssystem (8) für das Becken (2), das Folgendes umfasst:
    - eine Beckenpumpe (80), die über ein Mehrwegeventil (82) an einen Beckenfilter (81) angeschlossen ist;
    - einen Saugkreislauf, der an die Beckenpumpe (80) angeschlossen ist und mit mindestens einer Saugleitung (83) ausgestattet ist, die mit einem am Becken (2) vorgesehenen Saugstutzen (84, 85) ausgestattet ist;
    - einen Förderkreislauf, der über das Mehrwegeventil (82) an die Beckenpumpe (80) angeschlossen ist und mit mindestens einer Förderleitung (86) ausgestattet ist, die mit einem am Becken (2) vorgesehenen Förderstutzen (87) ausgestattet ist; und
    - einen Entleerungskreislauf, der über das Mehrwegeventil (82) an die Beckenpumpe (80) angeschlossen ist und mit mindestens einer Entleerungsleitung (88) ausgestattet ist; und wobei die mindestens eine Saugleitung (83) und/oder die mindestens eine Förderleitung (86) mindestens teilweise von mindestens einem Teil der Stützelemente (3) neben den Pufferrohren (4) gestützt wird.
  5. Schwimmbadanlage (1) nach Anspruch 4, wobei die mindestens eine Entleerungsleitung (88) mit einem Entleerungsfilter (89) ausgestattet ist und fluidisch mit mindestens einem der Pufferrohre (4) verbunden ist, um sie mit Entleerungswasser aus dem Becken (2) zu füllen.
  6. Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, wobei das hydraulische Verteilungssystem (7) vor der Verteilungspumpe (70) vorgelagerte Verteilungsleitungen (71) umfasst, die einerseits alle mit der Verteilungspumpe (70) verbunden sind und andererseits fluidisch mit den jeweiligen Pufferrohren (4) verbunden sind, wobei jede vorgelagerte Verteilungsleitung (71) somit einem der ihr eigenen Pufferrohre (4) zugeordnet und mit einem Ventil (72) ausgestattet ist, um unabhängig voneinander Wasser aus den Pufferrohren (4) anzusaugen.
  7. Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, wobei das hydraulische Verteilungssystem (7) nach der Verteilungspumpe (70) nachgelagerte Verteilungsleitungen (73) umfasst, die einerseits alle mit der Verteilungspumpe (70) verbunden sind und andererseits fluidisch mit separaten Verteilungsanschlüssen (74) verbunden sind, wobei jede nachgelagerte Verteilungsleitung (73) somit einem der ihr eigenen Verteilungsanschlüsse (74) zugeordnet und mit einem Ventil (75) ausgestattet ist, um unabhängig voneinander Wasser auf die Verteilungsanschlüsse (74) zu verteilen.
  8. Schwimmbadanlage (1) nach Anspruch 7, wobei die nachgelagerten Verteilungsleitungen (73) mindestens eine der folgenden Leitungen umfassen: eine Bewässerungsleitung für die Außenbewässerung, eine Hausleitung für den Hausgebrauch, eine Beckenfüllleitung (2) zum Füllen des Beckens (2).
  9. Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, wobei das Wasserrückgewinnungsnetz (6) an einen Überlauf (23) des Beckens (2) angeschlossen ist, um die Pufferrohre (4) mit Wasser aus diesem Überlauf (23) füllen zu können.
  10. Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, wobei die Stützelemente (3) im oberen Teil jeweilige Scheitelpunkte (31) aufweisen, die in derselben horizontalen Ebene angeordnet sind, und die Schwimmbadanlage (1) Abstandhalter (5), die sich zwischen den Scheitelpunkten (31) von mindestens zwei Stützelementen (3) erstrecken und an den Enden zusammengefügt sind, um sich so um das Becken (2) herum zu erstrecken, und eine Einfassung (22) für das Becken (2) umfasst, die an den Abstandshaltern (5), beispielsweise durch Befestigung durch Verklebung, befestigt ist.
  11. Schwimmbadanlage (1) nach Anspruch 10, wobei die Abstandshalter (5) jeweils einen vertieften Kanalabschnitt (50) aufweisen, um gemeinsam eine Außenrinne (51) um das Becken (2) herum abzugrenzen.
  12. Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, wobei die Stützelemente (3) jeweils eine Basis (30) aufweisen, die auf einer Platte (90) befestigt ist, die das Becken (2) trägt.
  13. Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, wobei die Stützelemente (3) gleichmäßig miteinander verbunden sind.
  14. Verfahren zur Herstellung der Schwimmbadanlage (1) nach einem der vorhergehenden Ansprüche, umfassend die folgenden Schritte:
    - Gießen einer Platte (90) in einen zuvor in den Boden gegrabenen Hohlraum;
    - Bilden des Beckens (2) auf der Platte mittels der Beckenumfangswände (20), die um die Beckenbodenwand (21) herum angeordnet sind;
    - Befestigen der Stützelemente (3) außen an den Beckenumfangswänden (20), wobei die Stützelemente (3) auf der Platte (90) platziert und um das Becken (2) herum angeordnet werden;
    - Montieren der Pufferrohre (4) an den Stützelementen (3), um von diesen Stützelementen (3) gestützt zu werden, so dass sie sich um das Becken (2) herum erstrecken, wobei die Stützelemente (3) jeweils mindestens zwei Stützebenen (32) aufweisen, die übereinander liegen, um übereinander liegende Pufferrohre (4) zu tragen;
    - fluidisches Verbinden der Pufferrohre (4) mit dem Wasserrückgewinnungsnetz (6), beispielsweise zur Rückgewinnung von Regenwasser und/oder gebrauchtem Brauchwasser, um die Pufferrohre (4) mit Wasser füllen zu können; und
    - fluidisches Verbinden der Pufferrohre (4) mit der Verteilungspumpe (70) des hydraulischen Verteilungssystems (7), um das in den Pufferrohren (4) gespeicherte Wasser verteilen zu können.
EP24172628.0A 2023-05-04 2024-04-26 Schwimmbeckeninstallation mit pufferrohren zur wasserspeicherung aus einem wasserrückgewinnungsnetzwerk Active EP4459076B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
MA71475A MA71475A (fr) 2023-05-04 2024-04-26 Installation de piscine équipée de tubes tampon pour un stockage d'eau provenant d'un réseau de récupération d'eau

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR2304490A FR3148452B1 (fr) 2023-05-04 2023-05-04 Installation de piscine équipée de tubes tampon pour un stockage d’eau provenant d’un réseau de récupération d’eau

Publications (2)

Publication Number Publication Date
EP4459076A1 EP4459076A1 (de) 2024-11-06
EP4459076B1 true EP4459076B1 (de) 2026-02-11

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EP24172628.0A Active EP4459076B1 (de) 2023-05-04 2024-04-26 Schwimmbeckeninstallation mit pufferrohren zur wasserspeicherung aus einem wasserrückgewinnungsnetzwerk

Country Status (3)

Country Link
EP (1) EP4459076B1 (de)
FR (2) FR3148452B1 (de)
MA (1) MA71475A (de)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1260365B (it) * 1992-09-28 1996-04-05 Perfezionamento alle piscine del tipo a sfioro
FR2837230B1 (fr) * 2002-03-18 2004-06-18 Claude Bonnet Dispositif de circulation et de filtration de l'eau d'un bassin de piscine a deversement
FR2949801B1 (fr) * 2009-09-10 2014-02-28 Arbatax Systeme de reglage en hauteur pour goulottes de piscines a debordement de type miroirs, ensemble goulotte et systeme de reglage, et piscine miroir associes
FR3058748B1 (fr) * 2016-11-14 2019-01-25 Techno-Pool Piscine a fond mobile et a debordement

Also Published As

Publication number Publication date
EP4459076A1 (de) 2024-11-06
FR3148452A1 (fr) 2024-11-08
MA71475A (fr) 2025-04-30
FR3148451A1 (fr) 2024-11-08
FR3148451B1 (fr) 2025-07-11
FR3148452B1 (fr) 2025-05-16

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