EP3486405A1 - Becken und sein herstellungsverfahren - Google Patents

Becken und sein herstellungsverfahren Download PDF

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Publication number
EP3486405A1
EP3486405A1 EP18207651.3A EP18207651A EP3486405A1 EP 3486405 A1 EP3486405 A1 EP 3486405A1 EP 18207651 A EP18207651 A EP 18207651A EP 3486405 A1 EP3486405 A1 EP 3486405A1
Authority
EP
European Patent Office
Prior art keywords
wall
reinforcing
raft
basin
uprights
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.)
Withdrawn
Application number
EP18207651.3A
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English (en)
French (fr)
Inventor
Grégory LORIN
Gérard GARCIA
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP3486405A1 publication Critical patent/EP3486405A1/de
Withdrawn legal-status Critical Current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
    • E04H4/0075—Swimming or splash baths or pools made of concrete
    • E04H4/0081—Swimming or splash baths or pools made of concrete with walls and floor cast in situ

Definitions

  • the invention relates to a pool such as a pool or the like, comprising a wall extending in all or part of the periphery of the pool, surmounting a raft, the wall comprising a lost formwork composed of a first wall and a second wall being spaced apart from each other by means of bracing means, between the first wall and the second wall extending a cooperating reinforcement armature, with a reinforcing framework which extends into the raft between said walls of the lost formwork and on the floor being poured a hardening filling material.
  • the present invention relates to the field of the construction of basins, and more particularly pools of free forms.
  • hollow polystyrene formwork blocks which assemble in the manner of a construction set while being capable of integrating a metal reinforcement to, ultimately, be filled by a suitable filler material, more particularly concrete.
  • this shotcrete solution does not allow the design of regular walls and unless digging the hole in the ground with special attention, it is very difficult to achieve pools of multiple depths using such solution.
  • the object of the present invention is to propose a solution making it possible to overcome these drawbacks of the state of the art.
  • lost formwork means adjusting to these variable forms of the frame.
  • the invention relates to a basin comprising a wall extending in all or part of the periphery of the basin, surmounting a raft, the wall comprising a lost formwork composed of a first wall and a second wall kept spaced apart.
  • each other by means of bridging means, between the first wall and the second wall extending a reinforcing armature cooperating with a reinforcing framework which extends in the raft, between the walls of the lost formwork and on the slab being poured a hardening filling material, characterized in that each wall is composed of a succession of spaced evenly spaced amounts or not, on these amounts being secured a mesh mesh, all or part of the amounts the first wall and the second wall being connected in pairs by the bracing means, the reinforcing armature of the wall being bonded to the reinforcing framework of the raft.
  • the mesh mesh makes it possible to ensure during the pouring of the hardening material the good filling of the lost formwork on each side of the wall. This feature cooperates with the bonding between the reinforcing reinforcement of the wall and the reinforcing framework of the raft in order to improve the mechanical strength and sealing properties of the basin according to the invention.
  • the grid mesh is between 5 mm and 40 mm, preferably the grid mesh is between 10 mm and 30 mm.
  • the basin comprises a reinforcing reinforcement in order to allow a better tensile strength of the hardening filler material.
  • the reinforcing framework extending into the raft has the effect of supporting the entire formwork lost.
  • 1 reinforcement armature cooperates with the reinforcing framework by reinforcing profiles. This cooperation ensures a system of resistance both in compression and traction, ensuring the stability of the basin.
  • the reinforcing framework is embedded by a hardening filling material injected between the first wall and the second wall of the wall. This characteristic constitutes the support of the construction.
  • the wall of the basin comprises a sole sealed in whole or in part to the amounts of the first wall and the second wall and / or at least partly to the reinforcing armature.
  • This sole has the effect of taking up the loads of the wall and distribute these loads on the ground to strengthen the pool and maintain its balance over time.
  • all or part of the upper end of the basin comprises an overflow chute.
  • the overflow chute is intended to participate in the best flow of water.
  • the overflow chute comprises a bearing structure comprising an assembly of metal profiles on which is extended a grid. This feature enhances the strength and stability qualities of the overflow chute.
  • the wall comprises an extension which integrates a reinforcing frame with at least the reinforcing reinforcement of the wall and / or the reinforcing framework of the raft.
  • the extension is delimited by a supporting structure consisting of an assembly of metal profiles on which is extended a grid. This feature gives the extension structure better stability and strength.
  • the reinforcing reinforcement of the wall is composed of pairs of pairs of vertical twisted pairs which are fastened to horizontal tees whose continuity is ensured along the entire length of the wall.
  • the reinforcing armature is connected to the walls of the wall through the horizontal twisted irons themselves connected to the bracing means of the walls.
  • the reinforcing reinforcement of the wall and the reinforcing framework of the raft are directly connected through the reinforcing profiles extending partly in the wall and partly in the raft.
  • a foundation flange is cast over which are mounted, by fixing in this sole, the amounts of the first wall and / or the second wall and / or reinforcing armature extending therebetween.
  • reserving means are put in place before pouring the hardening filler material between the first wall and the second wall.
  • the present invention relates to a basin 1 of the pool type or the like, but also to its manufacturing process.
  • the basin 1 comprises a wall 2 extending in all or part of its periphery above a raft 3 forming the bottom of this basin 1.
  • This wall 2 comprises a lost formwork 4 composed of a first wall 5 and a second wall 6, kept spaced from each other by means of spacer means 7. Between these walls 5, 6, preferentially extends vertically and horizontally, a reinforcing reinforcement 8.
  • such a reinforcement 8 is constituted, as known by those skilled in the art, either by one or more mesh (s) adapted (s) adapted, or by an assembly of irons twisted 9.
  • the section and the number of irons tords 9 depend on the stresses to which such a wall 2 of the basin 1 is subjected.
  • the figure 2 illustrates a particular reinforcing reinforcement 8 developed specifically for the basin 1 of the invention.
  • This reinforcing reinforcement 8 in the wall 2 is composed of vertical twisted irons 10 arranged pairs by pair.
  • horizontal tying irons 11 whose continuity is ensured along the entire length of the wall 2, are fixed horizontally to the vertical tapered irons 10.
  • horizontal tapered irons 11 are fixed to the vertical taper irons at different heights.
  • the continuity of the horizontal tilt bars 11 is ensured all around the basin 1.
  • two horizontal tying irons 11 parallel to each other, are positioned between each pair of vertical taper irons 10.
  • each horizontal tilt iron 11 is attached to an alignment of vertical twisted irons 10.
  • the vertical twisted irons are arranged outside a space delimited by two parallel horizontal irons 11 parallel.
  • the reinforcing armature 8 is connected to the walls 5, 6 of the wall 2 through the horizontal tapered bars 11.
  • the horizontal tapered bars 11 are connected to the spacer means 7 themselves linked to the walls 5, 6 of the wall 2.
  • the horizontal tying irons 11 are connected to the bracing means 7 by means of quick fasteners for example of the angular clip type, straight clip, threaded clip, etc.
  • the quick couplers may also be adapted to connect the bracing means 7 with the horizontal taper irons 11 and the irons
  • the bracing means 7 support the horizontal braces 11 (illustrated in FIGS. Figures 3 and 4 ).
  • this reinforcing reinforcement 8 extending in the wall 2 of the basin 1 cooperates with a reinforcing framework 12 which itself extends into the raft 3.
  • the reinforcement framework 12 is defined, as to its structure, by the skilled person according to various constraints such as the stability of the ground, the size of the structure, etc.
  • the cooperation between the reinforcing reinforcement 8 and the reinforcing framework 12 of the raft 3 can be provided by reinforcement profiles 13, in particular twisted irons 13a extending partly in the wall 2 and in the raft 3 while by being bonded to the reinforcing reinforcement 8 and the reinforcing framework 12.
  • the reinforcing profiles 13 directly bond the reinforcing framework 12 of the raft 3 with the reinforcing reinforcement 8 of the wall 2. This feature contributes to improving the mechanical strength and sealing properties of the basin 1. It follows from these improvements an extended service life for a basin 1 designed according to the invention.
  • the reinforcing profiles 13 extend in an L-shaped profile so as to extend in part in the raft 3 and partly in the wall 2.
  • each wall 5, 6 of the lost formwork 4 of the wall 2 consists of a succession of uprights 14 regularly spaced or not along the entire length of the wall 2. Moreover, on these amounts 14 and advantageously over the entire height of these walls 5, 6 is fixed a wire mesh 15.
  • Each mesh has a side length of between 5 mm and 40 mm, preferably the length of each side is between 10 mm and 30 mm, plus preferably the length of each side is between 15 mm and 25 mm.
  • the bracing means 7 connect, via spacers 16, two by two all or part of the uprights 14 of the first wall 5 to the corresponding uprights 14 of the second wall 6.
  • these uprights 14 of the first wall 5 are arranged vis-à-vis the corresponding uprights 14 of the second wall 6 so that the spacers 16 extend perpendicular to the walls 5, 6.
  • a suitable hardening filler material 17 for example a hydraulic material such as concrete. It should be noted that the invention is not limited to this single hydraulic material.
  • This hardening filling material 17 is not only injected between the walls 5, 6 of the wall 2, but it is also extended along the raft 3 by embedding the reinforcing framework 12 at the latter.
  • a sole 18 in or on which are sealed all or part of the uprights 14 of the first wall 5 and the second wall 6.
  • this sole 18 may also be sealed, at least in part, the reinforcing armature 8 extending between the walls 5, 6.
  • the reinforcement reinforcement 8 in the wall 2 of the basin 1 can take up the reinforcement 19 of an overflow chute 20.
  • the overflow chute 20 borders an upper end 21 of the wall 2, externally, in whole or in part in the periphery the basin 1.
  • Such a chute 20 is, in short, delimited, on one side, by the wall 2 and, on the other side, by a border 22 as well as a bottom 23.
  • the walls 24, 25 of the edge 22 and the bottom wall 26 of the bottom 23 comprise a bearing structure 27 in the form of an assembly of metal profiles, preferably of twisted irons.
  • a mesh 28 is also extended and secured on these walls 24, 25 and 26 with characteristics identical to those of the mesh 15.
  • the extension 29 can take the form of a step, a staircase, a support rim, a bench, etc ...
  • such an extension 29 integrates an armature 30 in recovery with the reinforcing armature 8, the wall 2 and / or the reinforcement frame 12 of the raft 3.
  • such extension 29 is delimited by a bearing structure 27a constituted by an assembly of profiles of the type of twisted irons 27b on which is, once again, extended and joined a grid 31 whose characteristics are in accordance with those of the grid 15.
  • the reinforcing reinforcement 8 may be coherent to build, firstly, the reinforcing reinforcement 8 before positioning around the latter the uprights 14 on which the screens 15 are fixed for the design of the first wall 5 and of the second wall 6. Furthermore, the step of bracing the uprights 14 of these walls 5 and 6 can also be carried out before the setting of the grid 15.
  • the hardening filling material 17 flows through the mesh of the mesh 15, 28, 31.
  • a milt of the hardening filling material 17 passes through the mesh, and can be floated and smoothed before its total hardening. It is thus possible to obtain a smooth wall, either inside the basin, at the contour of the extension 29 or overflow chute 20.
  • a coating which is then covered by a waterproof coating such as a coating PVC, polyester, tiled or coated waterproof. More particularly between the first wall 5 of the basin and the raft 3 this to allow a better seal especially when the pool is located in an aquatic complex including several basins communicating with each other and having different levels of wall height and depth of water.
  • this basin can take any imaginable form and any size, its structure being able to adapt to both shape constraints and mechanical stresses.
  • Another advantage of the present invention is that, thanks to the characteristics of the basin and its design process, the risk of leaks are reduced or almost nonexistent.
  • the improvement of the sealing at the joints between different walls 2 of the basin 1 and / or between the different walls 2 and the raft 3, offers new possibilities of realization of aquatic complexes comprising several basins which may have different levels of wall height. and water depth and communicate with each other, for example, via overflow walls.
  • overflow wall is meant a wall of a first basin, the water overflowing the overflow wall to flow into a second pool located below, at a level below the first basin.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
EP18207651.3A 2017-11-21 2018-11-21 Becken und sein herstellungsverfahren Withdrawn EP3486405A1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1760956A FR3073878B1 (fr) 2017-11-21 2017-11-21 Bassin et son procede de fabrication

Publications (1)

Publication Number Publication Date
EP3486405A1 true EP3486405A1 (de) 2019-05-22

Family

ID=61913249

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18207651.3A Withdrawn EP3486405A1 (de) 2017-11-21 2018-11-21 Becken und sein herstellungsverfahren

Country Status (2)

Country Link
EP (1) EP3486405A1 (de)
FR (1) FR3073878B1 (de)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1420121A2 (de) 2002-11-12 2004-05-19 Jean-Laurent Wilson Mit Beton füllbare Mauerstruktur mit einstellbarem Krümmungsradius
EP1420122A1 (de) 2002-11-18 2004-05-19 Hötger, Peter Verfahren zur Herstellung von mehrschichtig einschaligen kompakten Baudämmsteinen, ohne zu kleben, schrauben, dübeln oder mechanischer Befestigung
WO2008129574A1 (en) * 2007-04-18 2008-10-30 Nuova Ceval S.R.L. A swimming pool, a construction and manufacturing methods thereof
WO2015169993A1 (es) 2014-05-07 2015-11-12 Indepool, S.L. Conjunto de dispositivos para la construcción de piscinas y procedimiento de construcción correspondiente
FR3036419A1 (fr) * 2015-05-18 2016-11-25 Francois Buyse Poutrelle de ferraillage pour coffrage de mur de piscine

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2570416A1 (fr) * 1984-09-19 1986-03-21 Buyse Andre Element de coffrage permanent pour la construction de parois verticales, notamment immergees et son procede d'utilisation

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1420121A2 (de) 2002-11-12 2004-05-19 Jean-Laurent Wilson Mit Beton füllbare Mauerstruktur mit einstellbarem Krümmungsradius
EP1420122A1 (de) 2002-11-18 2004-05-19 Hötger, Peter Verfahren zur Herstellung von mehrschichtig einschaligen kompakten Baudämmsteinen, ohne zu kleben, schrauben, dübeln oder mechanischer Befestigung
WO2008129574A1 (en) * 2007-04-18 2008-10-30 Nuova Ceval S.R.L. A swimming pool, a construction and manufacturing methods thereof
WO2015169993A1 (es) 2014-05-07 2015-11-12 Indepool, S.L. Conjunto de dispositivos para la construcción de piscinas y procedimiento de construcción correspondiente
FR3036419A1 (fr) * 2015-05-18 2016-11-25 Francois Buyse Poutrelle de ferraillage pour coffrage de mur de piscine

Also Published As

Publication number Publication date
FR3073878A1 (fr) 2019-05-24
FR3073878B1 (fr) 2020-12-11

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