EP1915495B1 - Brett zum bauen eines swimmingpools und aus diesen brettern gebauter swimmingpool - Google Patents

Brett zum bauen eines swimmingpools und aus diesen brettern gebauter swimmingpool Download PDF

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Publication number
EP1915495B1
EP1915495B1 EP06794534A EP06794534A EP1915495B1 EP 1915495 B1 EP1915495 B1 EP 1915495B1 EP 06794534 A EP06794534 A EP 06794534A EP 06794534 A EP06794534 A EP 06794534A EP 1915495 B1 EP1915495 B1 EP 1915495B1
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EP
European Patent Office
Prior art keywords
lateral
pool
vertical
swimming
structures
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Not-in-force
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EP06794534A
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English (en)
French (fr)
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EP1915495A1 (de
Inventor
Stéphane MACREZ
Damien Macrez
Jean-Claude Herve
Marc Chiron
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ACIS
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Publication of EP1915495A1 publication Critical patent/EP1915495A1/de
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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
    • E04H4/0075—Swimming or splash baths or pools made of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms

Definitions

  • the present invention relates to injected plastic panels, able to be secured with identical or similar panels to form the vertical peripheral belt of a swimming pool; it also relates to the pool pool made by assembling such panels.
  • a well-known way to make pool pools is to assemble panels of injected plastic material designed for this purpose.
  • Such panels and basins are described for example in the documents FR-A-2,856,332 , FR-A-2,850,416 and FR-A-2,818,998 .
  • pool pools corresponding to, initially, to assemble between them the various panels to form a vertical peripheral belt.
  • the panels are held in position by means of vertical concrete pillars, regularly positioned on the embankment, so as to withstand the pressure of the water to which they will be subjected following the filling of the basin.
  • these pillars are made by pouring concrete into a hollow vertical column formwork constituted by an attached structure, also injected plastic material.
  • some pool panels may have complementary lateral structures, which, once secured, form a formwork for pouring concrete pillars.
  • the applicants have developed a new type of panel whose structure is relatively simple and allows quick assembly to form the vertical wall belt of a pool. These panels are particularly interesting because their assembly automatically forms the vertical columns in which will be cast the concrete constituting the vertical pillars of maintenance.
  • the panel according to the invention of injected plastic material, is of the type consisting of a main wall, of generally square or rectangular shape, the two vertical lateral edges of which are provided along their length with complementary structures between them. and shaped to each constitute a portion of a hollow vertical column; the lateral structure of one of the vertical borders of this panel is adapted to be associated with the lateral structure complementary to the other vertical edge of an identical or similar panel, with which it is secured during the construction of the basin, this to form said vertical hollow column, forming formwork, in which can be poured concrete which will form, after setting, a vertical support pillar.
  • said lateral structures each have a horizontal section generally U-shaped, composed of a bottom flap bordered by two side flaps facing.
  • These two U-section lateral structures are open in two opposite or substantially opposed directions, one in the direction of the face of the main wall intended to come on the embankment side, and the other in the direction of the face of said wall.
  • main intended to come pool side so as to be each associated with the side structure of the opposite edge of an identical panel or similar during the construction of the basin, to form said hollow vertical column sought.
  • the distance between the side flaps of the two U-shaped structures is substantially identical and adapted to allow partial interlocking of the two complementary structures during the assembly of two panels.
  • a first lateral structure is arranged so that its bottom flap is constituted by a portion of the main wall, the two side flaps of said first structure extending from the face of said wall main to be positioned on the embankment side; the second lateral structure is arranged so that its bottom flap extends away from said main wall, and the side of the latter side intended to come embankment side, said bottom flap being connected to the side edge next to of said main wall by one of its side shutters.
  • the lateral structures of the panel are provided with orifices capable of receiving horizontal longitudinal locking and stiffening rods, passing through the hollow vertical columns formed by the assembly of the panels, before pouring the concrete.
  • the lateral structures are provided, along their length, and where appropriate in at least some of their side shutters for side structures to U-shaped section, of several orifices whose caliber corresponds, with play, to the diameter of said stiffening rods, which orifices are formed in said lateral structures so as to come opposite those of a lateral structure complementary to an identical panel or similar reported.
  • the passage orifices stiffening rods are closer together in the lower part of the panels, relative to the upper part, to increase the density of said rods in the lower part.
  • the main wall of the panel is provided at its upper edge, a one-piece member shaped chute portion whose vertical cross section is generally U-shaped open upwards; this member is intended to form a peripheral upper chute for receiving concrete in view, after setting, to form a peripheral upper retaining edge for the pool.
  • the panel comprises, at its vertical lateral edges, fastening means tongues / orifices, nestable, complementary to each other.
  • fastening means tongues / orifices nestable, complementary to each other.
  • one of the side edges of the panel advantageously comprises a plurality of projecting tabs distributed over its length, and the other vertical edge comprises a plurality of complementary interlocking orifices.
  • the panel comprises horizontal and / or vertical monobloc stiffening ribs formed at least on its main wall, embankment side; in addition, its lateral structures comprise orifices for the passage of the locking rods, which orifices are arranged in tangency of the vertical plane corresponding to the end of said stiffening ribs.
  • the invention also relates to the swimming pool consisting of the assembly of a plurality of molded panels as defined above, associated with reported structures to form the inner and possibly outer corners, the various panels used being associated with horizontal stiffening rods inserted in their receiving holes.
  • the peripheral belt 1 for pool basin shown on the figure 1 consists mainly of an assembly of panels 2 as illustrated on the Figures 2 to 7 .
  • these panels 2 ensure the realization of the rectilinear parts of the basin, and also of the semi-circular end shape 3; only the outer 4 and inner 5 angles are formed by means of specific adapted structures, respectively marked 6 and 7, detailed below.
  • the panels 2 consist of a main wall of generally rectangular shape 8 delimited by a horizontal bottom edge 9, by an upper edge 10, and by two vertical lateral edges 11 and 12.
  • this main wall 8 comprises a face 13 intended to be oriented inward, that is to say pool side, the opposite face 14 being intended to be located outwardly, that is to say embankment side.
  • the face 13 of the wall 8 is flat; the outer side, the face 14 is provided with a plurality of vertical and horizontal stiffening ribs 15.
  • the wall 8 comprises means, respectively 16 and 17, which make it possible to realize assembling the panels 2 together, and also to form vertical hollow columns for use as formwork for concrete to form pillars maintenance.
  • the wall 8 is extended by a trough portion-shaped structure 18 adapted to serve as formwork for concrete in order to achieve a peripheral upper edge around the basin 1.
  • the main wall 8, the stiffening ribs 15, the means 16, 17 for assembling and forming the hollow columns, as well as the chute structure 18 are made in one piece by molding / injection of plastics material (for example polypropylene) to form the panel 2.
  • plastics material for example polypropylene
  • the vertical edge 11 of the wall 8 comprises a lateral structure 16 with a horizontal U section composed of a bottom flap 20 and two parallel lateral flaps 21 'and 21 ".
  • main wall 8 (it is therefore in the plane of this wall 8) and the two parallel flaps 21 ', 21 “extend perpendicularly to the plane of said wall 8, from the outer face 14, that is to say say embankment side.
  • the outer side flap 21 ' is here longer than the inner side flap 21 ", this inner flap 21" consists in the occurrence of one of the vertical ribs of the stiffening structure 15. Between the two side flaps 21 'and 21 ", we note the presence of an intermediate flap 21"', parallel to the previous, whose length corresponds to that of the outer flap 21 '.
  • the wall 8 extends beyond the U-shaped structure 16 by a strip of material 24; and this band 24 is extended by a plurality of tongues 25, regularly distributed over its length.
  • these tabs 25 are offset with respect to the plane of the wall 8, the thickness of the latter, on the side of the outer face 14.
  • the vertical edge 12 also has a U-shaped horizontal sectional side structure 17.
  • This U-shaped structure 17 consists of a bottom flap 26 and two side flaps 27 ', 27
  • the bottom flap 26 extends parallel to the main wall 8 and is offset with respect to the latter from the side of its outer face 14 (that is to say the embankment side). connected to the main wall 8 by its inner side flap 27 "; the two side flaps 27 'and 27 "have substantially the same length and therefore both extend to the level of the plane of the main wall 8.
  • the lateral edge 12 of the main wall 8 has small openings or openings 28 arranged in correspondence with the tongues 25 of the opposite rim 11. These orifices 28 are intended to cooperate with the tongues 25 of the adjacent panel to form interlocking means / positioning participating in the assembly of panels 2 between them.
  • the lateral structures 16 and 17 of the wall 8 are complementary to each other in the sense that one of them, on a first panel, can be associated with the other structure of a second panel juxtaposed to form together a hollow column.
  • vertical parallelepipedic section here rectangular.
  • Each of the U-shaped structures 16 and 17 is intended to form a part of the hollow column in question.
  • the upper edge 10 of the wall 8 is equipped with a trough portion 18 whose vertical cross section is generally U-shaped open upwards.
  • the upper part 32 of the wall 8 forms the inner lateral side of this chute 18.
  • a one-piece transverse element 33 forms the bottom of the chute 18, extending on the embankment side, and a vertical or substantially vertical wall 34 defines its outer side.
  • the bottom element 33 and the outer side 34 are extended on one of their sides by flaps, respectively 35 and 36, intended to ensure continuity of sealing during assembly of the panels 2.
  • the bottom element 33 is noted the presence of an opening 37 located in the extension of the U-shaped structure 16, so as not to close the upper opening of the hollow columns obtained during assembly of the panels.
  • the chute portions 18 comprise transverse stiffening ribs 38 which extend over their entire width and over part of their height.
  • the bottom flap 26 and the side flaps 27 ', 27 "of the U-shaped structure 17 constitute three of the sides of the hollow column 40, and the bottom flap 20 of the U-shaped structure 16 of the other panel (which corresponds to a portion of the wall 8) has to be the 4 th complementary side of the column 40.
  • the side flaps 21 'and 21 "of the structure 16 serve here simply as positioning members, they play virtually no part in the constitution of the hollow column 40 (but this could be different in alternative embodiments).
  • This hollow column 40 is located outwards, embankment side, with respect to the main wall 8 of the two panels 2 ', 2 "assembled, this position of the hollow column 40 contributes to the optimum strength of the corresponding panels 2, in particular against the pressure of the water.
  • 21 'and 21''U-shaped structures corresponds substantially to the spacing between the side flaps 27' and 27 "U-shaped structures 17, the corresponding spacings being adapted to ensure the fitting of said structures 16 and 17 during the assembly of the panels 2, as illustrated on the figure 10 .
  • some horizontal stiffening ribs 15 extend to the intermediate flap 21 "'located in the bulk of the hollow column 40, of course, appropriate cutouts are provided for. the end of the side flap 27 ', or in the horizontal stiffening ribs 15, to allow the end of this flap 27' to come close to the wall 8.
  • the stiffening ribs may be removed on the space of the U-shaped structure 17 of the adjacent panel.
  • the next stage of editing is illustrated on the Figures 11 and 12 and, as mentioned above, consists of inserting stiffening rods 45 through the orifices 30 formed in the wings 21 ', 21 "', 27 'and 27" of the lateral structures 16 and 17.
  • the stems 45 in question advantageously have several meters in length (for example between 3 and 6 meters); they are made of metal (steel), or preferably of plastic or polyester filled with fibers (for example glass fibers).
  • rods 45 extend horizontally at the back of the walls 8 (embankment side) and within the hollow columns 40. Their installation constitutes a kind of key or lock ensuring the locking of the panels 2 relative to each other due to the nesting of the side flaps 21 ', 21 "', 27 'and 27" of the U-shaped structures 16 and 17 (it should be noted that to fulfill this locking function, only two flaps in correspondence may suffice). It will be noted here that the particular positioning of the orifices 30 (in tangency of the plane corresponding to the end of the ribbing 15 of the panels) ensures the support of the rods 45 against said ribbing 15 (see figure 12 ), which improves the resistance of said panels to the pressure of the water contained in the basin. In addition, these rods 45 also contribute to improving the strength of the cast concrete pillars in the hollow columns 40.
  • the density of the locking rods and stiffening 45 is greater in the lower part of the panels, relative to the upper part, to optimally withstand the pressure of the larger water basin bottom.
  • the junctions of the rods 45 to ensure their continuity take place within the hollow columns 40.
  • the inner and outer corners 4 of the pool basin 1 are made by means of inserts 7, 6 which are assembled with two panels 2 arranged in different planes.
  • a possible internal corner structure is illustrated on the figure 13 to connect two panels 2 ', 2 "arranged at the square.
  • This internal angle structure is composed of an addition of angle 7 in the form of cylinder portion locked in the basin side angle by means of one-piece tabs 46 each passing through one of the orifices 28 of the panel 2 ".
  • an addition 47 in the form of U-shaped pillar ensures the closure of the corner column formed by the two structures 16 and 17 in correspondence, to form a formwork member for concrete post.
  • a possible external corner structure is illustrated on the figure 14 again to connect two panels 2 'and 2 "arranged at the square
  • This outer corner structure is in the form of a ribbed curved panel 6 provided at its lateral vertical edges of interlocking structures,
  • a U-shaped insert 48 is positioned on the end structure 16 of the panel 2 'to form a complete column to form a concrete post.
  • the semicircle structure 3 of the pool basin 1 ( figure 1 ) can be achieved by means of panels 2 identical to those detailed above, either folded at one of their end (for example on the height of the lateral strip 24), or positioned one after the other with a suitable angular offset.
  • the extensions 35 and 36 of the chute portions 18 provide a seal continuity for the peripheral formwork, to achieve the high peripheral edge of the basin.
  • the orifices 30 for the passage of the locking rods 45 will be adapted accordingly; it will be possible to provide different positions of orifices used according to the desired angular offsets.
  • nonlinear structures may also be obtained by means of curved panels or dihedral, specially adapted.
  • the lower portion of the panels 2 may comprise a one-piece chute extending on the embankment side to form a low concrete belt.
  • this lower chute may comprise adjustable feet (for example at its four angles) to allow a final adjustment of level and more generally of positioning.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Sewage (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Revetment (AREA)

Claims (12)

  1. Brett aus einem Spritzguss-Kunststoff, das dafür geeignet ist, fest mit identischen oder ähnlichen Brettern verbunden zu werden, um die umlaufende vertikale Einfassung eines Swimmingpools zu bilden, wobei das Brett aus einer Hauptwand (8) mit einer im Allgemeinen quadratischen oder rechteckigen Form gebildet ist, deren beiden senkrechten Seitenränder (11, 12) über ihre Länge mit einander ergänzenden Seitenstrukturen (16, 17) versehen sind, die so geformt sind, dass sie jeweils einen Teil einer senkrechten hohlen Säule (40) bilden, wobei die Seitenstruktur (16, 17) von einem der senkrechten Ränder (11, 12) des Bretts dafür geeignet ist, mit der Seitenstruktur (17, 16) des anderen senkrechten Rands (12, 11) eines identischen oder ähnlichen Bretts in Verbindung gebracht zu werden, mit dem es beim Bau des Swimmingpools fest verbunden wird, und zwar um die senkrechte hohle Säule (40) zu formen, in die Beton geschüttet werden kann, der nach dem Abbinden einen senkrechten Stützpfeiler bildet, wobei die Seitenstrukturen (16, 177) im Horizontalschnitt jeweils im Allgemeinen U-förmig sind, das aus einem Bodenteilbereich (20, 26) besteht, der von zwei gegenüberliegenden Seitenteilbereichen (21', 21", 27', 27") begrenzt wird, wobei die U-förmig geschnittenen Seitenstrukturen (16, 17) in zwei entgegengesetzten oder im Wesentlichen entgegengesetzten Richtungen offen sind, dadurch gekennzeichnet, dass eine der Seitenstrukturen (16, 17) in Richtung der Seite (14) der Wand (8) offen ist, die dafür bestimmt ist, zur Aufschüttung hin zu liegen und die andere in Richtung der Seite (13), die dafür bestimmt ist, zum Swimmingpool hin zu liegen, sodass jede beim Bau des Swimmingpools mit der Seitenstruktur (16, 17) des gegenübeiliegenden Rands (11, 12) eines identischen oder ähnlichen Bretts zugehörig ist, um die gewünschte senkrechte hohle Säule (40) zu bilden.
  2. Brett für einen Swimmingpool nach Anspruch 1, dadurch gekennzeichnet, dass der Abstand zwischen den Seitenteilbereichen (21', 21", 27', 27") der beiden U-förmigen Strukturen im Wesentlichen gleich ist und dafür geeignet ist, ein teilweises Ineinandergreifen der beiden sich ergänzenden Strukturen (16, 17) bei der Montage von zwei identischen oder öhnlichen Brettern zu ermöglichen.
  3. Brett für einen Swimmingpool nach Anspruch 2, dadurch gekennzeichnet, dass eine erste Seitenstruktur (16) derart angeordnet ist, dass der Bodenteilbereich (20) aus einem Abschnitt der Hauptwand (8) gebildet ist, wobei die beiden Seitenteilbereichen (21', 21 ") der ersten Struktur von der Seite (14) der Hauptwand (8) aus verlaufen, die dafür bestimmt ist, zur Aufschüttung hin zu liegen und dadurch, dass die zweite Seitenstruktur (17) derart angeordnet ist, dass der Bodenteilibereich (26) in einem Abstand zur Hauptwand (8) und auf der Seite der Seite (14) verläuft, die dafür bestimmt ist, zur Aufschüttung hin zu liegen, wobei der Bodenteilbereich (26) über einen der Seitenteilbereiche (27") mit dem gegenüberliegenden Seitenrand der Hauptwand (8) verbunden ist,
  4. Brett für einen Swimmingpool nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass es Seitenstrukturen (16, 17) aufweist, die mit Öffnungen (30) versehen sind, die dafür geeignet sind, vor dem Einschütten von Beton waagerechte Längsstäbe (45) zur Versteifung und Verriegelung aufzunehmen, die durch die senkrechten hohlen Säulen (40) verlaufen, die bei der Montage von identischen oder ähnlichen Brettern geformt werden,
  5. Brett für einen Swimmingpool nach Anspruch 4, dadurch gekennzeichnet, dass die Seitenstrukturen (16, 17) über ihre Länge und gegebenenfalls zumindest in bestimmten Seitenteilbereichen (21', 27'; 27") bei den U-förmig geschnittenen Seitenstrukturen (16, 17) mit mehreren Öffnungen (30) versehen sind, deren Durchmesser ungefähr dem Durchmesser der Versteifungsstäbe (45) entspricht, wobei die Öffnungen (30) derart in den Seitenstrukturen (16, 17) angeordnet sind, dass sie denen einer ergänzenden Seitenstruktur (16, 17) eines angesetzten identischen oder ähnlichen Bretts gegenüberliegen.
  6. Brett für einen Swimmingpool nach einem der Ansprüche 4 oder 5, dadurch gekennzeichnet, dass die Öffnungen (30) zum Hindurchführen der Stäbe (45) im unteren Abschnitt gegenüber dem oberen Abschnitt näher liegen, um die Dichte der Stäbe (45) im unteren Teil zu erhöhen.
  7. Brett für einen Swimmingpool nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass die Hauptwand (8) im Bereich des oberen Rands (10) mit einem einteiligen Element in Form eines Rinnenabschnitts (18) versehen ist, dessen senkrechter Querschnitt im Allgemeinen der eines nach oben offenen U ist, wobei das Element (18) dafür bestimmt ist, eine obere umlaufende Rinne für die Aufnahme von Beton darzustellen, die dafür bestimmt ist, nach dem Abbinden einen oberen umlaufenden Halterand für den Swimmingpool zu bilden.
  8. Brett für einen Swimmingpool nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass es im Bereich der gegenüberliegenden Seitenränder (11, 12) ergänzende Verbindungsmittel als Laschen (25)/Öffnungen (28) aufweist.
  9. Brett für einen Swimmingpool nach Anspruch 8, dadurch gekennzeichnet, dass es einerseits eine Vielzahl von vorspringenden Laschen (25) aufweist, die über die Länge eines der Seitenränder (11, 12) verteilt sind, und andererseits eine Vielzahl ergänzender Öffnungen (28), die über die Höhe des entgegengesetzten Seitenrands (12, 11) angeordnet sind.
  10. Brett für einen Swimmingpool nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass es einteilige Versteifungsrippen (15) aufweist, die zumindest an der Hauptwand (8), zur Aufschüttung hin, angeordnet sind, und dadurch, dass die Seitenstrukturen (16, 17) Öffnungen (30) zum Hindurchführen der Versteifungsstäbe (45) aufweisen, wobei die Öffnungen (30) die senkrechte Ebene berühren, die dem Ende der Versteifungsrippen (15) entspricht.
  11. Swimmingpool, der aus einer Einheit aus einer Vielzahl von Brettern nach einem der Ansprüche 1 bis 10 gebildet ist.
  12. Swimmingpool nach Anspruch 11, dadurch gekennzeichnet, dass er aneinandergesetzte Strukturen (6, 7) aufweist, um Innenwinkel (4) und eventuell Außenwinkel (5) zu bilden, und dadurch, dass die verschiedenen Bretter (2) den waagerechten Versteifungsstäben (45) zugehörig sind, die in ihren Aufnahmeöffnungen (30) stecken.
EP06794534A 2005-08-08 2006-08-08 Brett zum bauen eines swimmingpools und aus diesen brettern gebauter swimmingpool Not-in-force EP1915495B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0508427A FR2889551B1 (fr) 2005-08-08 2005-08-08 Panneau pour la realisation d'un bassin de piscine et bassin realise avec de tels panneaux
PCT/FR2006/050793 WO2007017615A1 (fr) 2005-08-08 2006-08-08 Panneau pour la realisation d'un bassin de piscine et bassin realise avec de tels panneaux

Publications (2)

Publication Number Publication Date
EP1915495A1 EP1915495A1 (de) 2008-04-30
EP1915495B1 true EP1915495B1 (de) 2011-09-28

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EP06794534A Not-in-force EP1915495B1 (de) 2005-08-08 2006-08-08 Brett zum bauen eines swimmingpools und aus diesen brettern gebauter swimmingpool

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EP (1) EP1915495B1 (de)
AT (1) ATE526473T1 (de)
ES (1) ES2375991T3 (de)
FR (1) FR2889551B1 (de)
PT (1) PT1915495E (de)
WO (1) WO2007017615A1 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2961543B1 (fr) * 2010-06-17 2016-03-18 Pascal Gonichon Elements de paroi d'une piscine et procede de montage d'une piscine avec de tels elements
CN104863398A (zh) * 2015-05-12 2015-08-26 中国五洲工程设计集团有限公司 一种敞口超深水池受力壁板结构
FR3053373B1 (fr) 2016-07-01 2020-07-10 Piscines Desjoyaux Sa Panneau modulaire pour former les parois d'un bassin
FR3082545B1 (fr) * 2018-06-13 2021-01-15 Sofimo Ensemble a bancher avec paroi et coques de coffrage
RU202688U1 (ru) * 2019-12-16 2021-03-02 Денис Викентьевич Андрушкевич Полипропиленовая несъемная опалубка для изготовления стенок бассейна

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2710676B1 (fr) * 1993-09-27 1995-11-24 Louis Lapalud Elément de coffrage perdu pour mur en béton armé ou non.
FR2794784B1 (fr) * 1999-06-08 2001-09-07 Joel Queirel Nouveau bloc formant element de coffrage perdu pour paroi en beton arme
FR2818998B1 (fr) 2001-01-02 2005-03-11 Joel Queirel Procede pour la realisation d'ouvrages de genie civil, et notamment de piscines ou bassins de retenue d'eau, et moyens pour sa mise en oeuvre
FR2850416B1 (fr) 2003-01-28 2005-03-11 Joel Queirel Panneau pour la realisation d'ouvrages de genie civil, et notamment de piscines et procede de construction utilisant de tels panneaux
FR2856332B1 (fr) * 2003-06-20 2007-03-23 Piscines Desjoyaux Sa Panneau pour la realisation d'un bassin de piscine

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Publication number Publication date
ES2375991T3 (es) 2012-03-08
FR2889551A1 (fr) 2007-02-09
ATE526473T1 (de) 2011-10-15
FR2889551B1 (fr) 2008-12-26
EP1915495A1 (de) 2008-04-30
WO2007017615A1 (fr) 2007-02-15
PT1915495E (pt) 2012-01-11

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