WO2015169993A1 - Ensemble de dispositifs pour la construction de piscines et procédé de construction correspondant - Google Patents

Ensemble de dispositifs pour la construction de piscines et procédé de construction correspondant Download PDF

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Publication number
WO2015169993A1
WO2015169993A1 PCT/ES2015/070363 ES2015070363W WO2015169993A1 WO 2015169993 A1 WO2015169993 A1 WO 2015169993A1 ES 2015070363 W ES2015070363 W ES 2015070363W WO 2015169993 A1 WO2015169993 A1 WO 2015169993A1
Authority
WO
WIPO (PCT)
Prior art keywords
construction
panels
swimming pools
devices
containment panels
Prior art date
Application number
PCT/ES2015/070363
Other languages
English (en)
Spanish (es)
Inventor
Federico Navarro Fernandez
Original Assignee
Indepool, S.L.
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Indepool, S.L. filed Critical Indepool, S.L.
Publication of WO2015169993A1 publication Critical patent/WO2015169993A1/fr

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Classifications

    • 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 object of the present invention is a set of devices for carrying out the formwork of a swimming pool vessel that allows it to be carried out in an agile and inexpensive way, by means of the use of modular side panels, supporting pieces of said panels and soil separation bases of said side panels.
  • the present invention also relates to a method for the construction of a swimming pool using said devices.
  • the invention is applicable, among others, to the construction of swimming pools with lateral overflow or beach type perimeter.
  • the invention is especially aimed at beach-type pools, in which the edge of the pool is topped on a surface of little slope with respect to the horizontal and the water in this surface overflows on a channel of collection of water, in the As far as applicable, it can also be used in the construction of conventional pool vessels.
  • the vessels of the pools have been made by the execution of a concrete slab that forms the base of the floor; On this basis, at least one perimeter partition (in which the pouring of the concrete is made between the partition and the surrounding land) and normally two (in which the concrete is poured over the space between the partitions) is formed, thus forming the Vertical wall of the pool.
  • One of the problems that occurs in this type of construction is the lack of tightness between the floor and the walls, which although the subsequent coatings will correct, it is desirable that said defect does not take place. This situation can be aggravated when earth movements occur, tremors (even due to the work of heavy machinery next), in which the lack of continuity of the material will facilitate the possibility of it breaking affecting the tightness. Procedures are also known for performing continuous concreting, but require a specific machinery and skilled and skilled operators.
  • the production cost is an important factor.
  • ES 0 228 293 U describes a modular device for construction of swimming pools that forms a metal panel that acts with a supporting structure, with means of joining to adjacent panels. It does not solve the problem of continuity between the floor and the walls.
  • ES 0 400 948 describes a swimming pool construction method in which a covering membrane is used to guarantee tightness.
  • ES 0 333 855 A3 describes a method for the construction of swimming pools in which side panels are used for the containment of the concrete constituting the vessel.
  • ES 0 484 091 Al describes a method of construction of pools using side panels.
  • ES 0 427 351 describes a method for constructing pools using reinforced concrete, which includes excavating the hole, placing a mesh grate and concreting the hole.
  • EP 0 994 994 Al describes panels for the construction of swimming pools.
  • ES 2389812 describes a device assembly to form pool overflows.
  • a set of devices for the construction of swimming pools which comprises:
  • Support supports for side panels said supporting supports are formed by structures with at least two lateral reinforcements and at least one connecting means between each pair of reinforcements; the support supports can be made in a single piece or be modular, capable of mounting in situ; preferably, said support supports are made of plastic material, but could also be made of metallic or ceramic materials;
  • At least one set of interior containment panels said panels comprise means for joining together; they are preferably provided with exterior plaster guiding ribs (properly aligned and oriented towards the interior of the pool vessel) which will constitute a guide for a fine plastering of the glass of the interior surface of the pool; it may also have a set of internal stiffening ribs; also preferably the panels are provided with a set of perforations, holes or slots, with suitable distribution and size; by pouring the concrete into the housing defined by said internal containment panels, the concrete will protrude slightly by said perforations facilitating on the one hand the fastening of the panels to the structure, and on the other improving the adhesion of the back plaster, allowing a mortar finish to receive the coating;
  • a set of wedge elements, shapers of the floor slope are constituted by at least one panel whose upper part is capable of joining in the lower part of one of the internal containment panels, and whose lower edge has the angle or inclination that the floor of the pool will adopt;
  • a set of external containment panels said outer panels are provided with support structure and stiffening;
  • the outer panels include the support for a bracket for the realization of the corresponding outer edge by overflow.
  • the invention also extends to a method for the construction of swimming pools, by using the described device set. According to said procedure, once the corresponding excavation has been carried out, the supporting supports of the side walls are placed at the corresponding height. Said support supports can be placed simultaneously with the wedge elements, so that the leveling of the slope is carried out in a simple manner, adapting to different slopes and depths.
  • the supplementary elements of the wedge elements are placed to form the corresponding support of the interior containment panels.
  • the inner containment panels are then placed and the connecting elements are fixed, adjusting the surface to a vertical plane.
  • the concrete is poured into the bottom, equaling or correcting the slope, to the drainage area, and then concrete is poured into the existing gap between the external containment panels and the internal containment panels.
  • the poured concrete will have continuity between the floor and the walls, and will emerge slightly through the holes, holes or slots in the interior panels.
  • the interior surface of the pool will be plastered, using the exterior ribs as a plaster guide, thus facilitating this operation to a great extent.
  • the finishing is carried out by means of plating, painting, etc. as well as the placement of the exterior elements. Obviously, the electrical and plumbing installation will be previously carried out.
  • the interior containment panels may have recesses or cutouts provided to facilitate said operations.
  • Figure 1 shows a schematic profile view of an example of the wall and floor construction elements of a swimming pool, with a support support, an inner containment panel and an outer containment panel;
  • Figure 2 shows a schematic perspective view of a detail of an embodiment of the support support
  • Figure 3 shows an exemplary schematic perspective view of an outer containment panel
  • Figure 4 shows a schematic perspective view of a set of interior containment panels
  • Figure 5 shows a schematic view of an example of a connecting element between the outer containment panels and the internal containment panels
  • Figure 6 shows a view similar to Figure 1, in a construction phase in which the concrete has already been poured;
  • Figure 7 shows a schematic front view of a wedge element
  • Figure 8 shows a schematic front view of a wedge element attached to a supplementary element
  • Figure 9 shows a schematic front view of a wedge element joined to two supplementary elements
  • Figure 10 shows a schematic view of a wall of a pool formed by a set of interior containment panels, the lower part of which is provided with wedge elements and supplementary elements;
  • Figure 11 shows a schematic perspective view of the pool under construction, before the pouring of the concrete
  • Figure 12 shows a schematic perspective view similar to that of Figure 11, in which the concrete is already poured, but before plaster;
  • Y Figure 13 shows a schematic perspective view similar to that of Figure 12, in which the plating has already been carried out prior to plating.
  • a set of devices for the construction of a swimming pool on a previously realized hole which comprises:
  • Support supports (2) of internal containment panels (4) usually in the form of "U"; said supports (2) are supported or anchored on the ground (1) prior to the pouring of the concrete, and will have the corresponding leveling; according to a non-limiting embodiment, the supports comprise lateral reinforcements comprising vertical uprights (21) and a horizontal crossbar (24), in upper position, when mounted; normally each of the vertical uprights will be provided with a support foot (22); said support supports will normally be made of plastic material, but they can also be made of ceramic or prefabricated concrete materials.
  • the connection between the lateral reinforcements to the panels between them can be fixed or mountable in situ; obviously each support support (2) and / or each inner panel (4) can be provided with a means of joining together;
  • the support supports will have on them internal containment panels (4); said inner containment panels (4) preferably have joining means to each other, and have an essentially laminar shape, possibly and conveniently provided with stiffening ribs (42) oriented towards the inside of the concreting chamber, and of some plaster guide ribs (41), oriented towards the outside (towards the pool glass); said plaster guide ribs (41) will allow the plaster without the need for a subsequent planning of the wall; the inner containment panels are provided with perforations (44), recesses or slots; when pouring the concrete in the pouring hole, the perforations, holes or slots, will allow small lumps of concrete to emerge through them, facilitating the fixing of the panel and the plaster material that is subsequently applied; obviously, the plaster ribs are a preferred option, but not unique in the embodiment of the invention;
  • External containment panels (3) these panels rest on the ground (1), externally to the support supports (2), and together with the interior containment panels (4) define a concrete pouring hole that will configure the walls of the pool vessel; said outer containment panels (3) are provided with stiffening supports or braces (31); the height of the upper edge may be less than that of the internal containment panels (4), in the case that a bracket provided with side or perimeter channel for overflowing water collection is constructed, in which case, the supports or braces of stiffening (31) of the upper part will serve as support for the shuttering structure of said bracket.
  • the inner containment panels (4) can be provided inferiorly with wedge-shaped elements (5), with an edge upper (51) of union with said panels (4) and a lower inclined edge (52) of support that will determine the descending level of the floor edge of the pool.
  • the lower edge of the wedge-shaped elements (5) may have a different inclination according to the desired slope of the pool in the determined area. That is, there may be different wedge-shaped elements (5) with different inclination to define different slopes.
  • the panels are made of plastic material.
  • they are modular, with horizontal and vertical joining means, so that they can be juxtaposed in height and width, and have pre-cut areas to adjust the corresponding heights as well as the inclination of the support base .

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

L'ensemble de dispositifs selon l'invention comprend des panneaux coffrants intérieurs (4), des éléments d'appui (2), et des panneaux coffrants extérieurs (3). Les éléments d'appui (2) et les panneaux intérieurs sont reliés par un moyen de liaison, le bord inférieur des panneaux intérieurs étant séparé du sol d'une hauteur correspondant à celle de la dalle de béton correspondante du bassin de la piscine. Le procédé comprend les opérations suivantes: excavation de la fosse, mise en place de éléments d'appui, mise en place des panneaux coffrants extérieurs et des éléments de liaison correspondants pour maintenir la stabilité de forme, mise en place des panneaux coffrants intérieurs, mise en place et fixation des éléments de liaison sur ceux-ci, coulage de béton sur le fond et entre les panneaux extérieurs et intérieurs, ledit béton apparaissant à travers des perforations, des ouvertures ou des rainures des panneaux intérieurs, et application d'un enduit sur les parois intérieures en utilisant les nervures extérieures comme guides d'enduction.
PCT/ES2015/070363 2014-05-07 2015-05-06 Ensemble de dispositifs pour la construction de piscines et procédé de construction correspondant WO2015169993A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ESP201430666 2014-05-07
ES201430666A ES2569152B1 (es) 2014-05-07 2014-05-07 Conjunto de dispositivos para la construcción de piscinas y procedimiento de construcción correspondiente

Publications (1)

Publication Number Publication Date
WO2015169993A1 true WO2015169993A1 (fr) 2015-11-12

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PCT/ES2015/070363 WO2015169993A1 (fr) 2014-05-07 2015-05-06 Ensemble de dispositifs pour la construction de piscines et procédé de construction correspondant

Country Status (2)

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ES (1) ES2569152B1 (fr)
WO (1) WO2015169993A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756377A (zh) * 2015-12-31 2016-07-13 上海建工五建集团有限公司 一种泳池及其施工方法
EP3486405A1 (fr) 2017-11-21 2019-05-22 Lorin, Grégory Bassin et son procede de fabrication

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3739539A (en) * 1971-06-15 1973-06-19 Aqualand Pool Co Inc Below ground swimming pool
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
US4655014A (en) * 1984-02-17 1987-04-07 Krecke Edmond D Formwork assembly for concrete walls
ES2005693A6 (es) * 1987-11-13 1989-03-16 Feim S A Sistema de construccion de tabiques.
FR2717205A1 (fr) * 1994-03-11 1995-09-15 Bouchez Jacques Marie Piscine comportant un panneau souple servant de coffrage et de revêtement interne périphérique.
DE19801232A1 (de) * 1998-01-15 1999-07-22 Frank Gorus Verfahren zum Gießen eines Badebeckens aus Beton
US6289645B1 (en) * 1997-05-28 2001-09-18 Agrar Chemie Ag Shuttering element
FR2807086A1 (fr) * 2000-04-04 2001-10-05 Sodistra Procede de construction d'un bassin
WO2008129574A1 (fr) * 2007-04-18 2008-10-30 Nuova Ceval S.R.L. Piscine et structure et leurs procédés de fabrication
FR2955602A1 (fr) * 2010-01-22 2011-07-29 France Schultz Procede pour realiser des ouvrages de genie civil, tel qu'une piscine ou un bassin de retenue d'eau

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3739539A (en) * 1971-06-15 1973-06-19 Aqualand Pool Co Inc Below ground swimming pool
US4655014A (en) * 1984-02-17 1987-04-07 Krecke Edmond D Formwork assembly for concrete walls
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
ES2005693A6 (es) * 1987-11-13 1989-03-16 Feim S A Sistema de construccion de tabiques.
FR2717205A1 (fr) * 1994-03-11 1995-09-15 Bouchez Jacques Marie Piscine comportant un panneau souple servant de coffrage et de revêtement interne périphérique.
US6289645B1 (en) * 1997-05-28 2001-09-18 Agrar Chemie Ag Shuttering element
DE19801232A1 (de) * 1998-01-15 1999-07-22 Frank Gorus Verfahren zum Gießen eines Badebeckens aus Beton
FR2807086A1 (fr) * 2000-04-04 2001-10-05 Sodistra Procede de construction d'un bassin
WO2008129574A1 (fr) * 2007-04-18 2008-10-30 Nuova Ceval S.R.L. Piscine et structure et leurs procédés de fabrication
FR2955602A1 (fr) * 2010-01-22 2011-07-29 France Schultz Procede pour realiser des ouvrages de genie civil, tel qu'une piscine ou un bassin de retenue d'eau

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
DATABASE WPI Derwent World Patents Index; AN 1999-406061 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756377A (zh) * 2015-12-31 2016-07-13 上海建工五建集团有限公司 一种泳池及其施工方法
CN105756377B (zh) * 2015-12-31 2018-01-19 上海建工五建集团有限公司 一种泳池及其施工方法
EP3486405A1 (fr) 2017-11-21 2019-05-22 Lorin, Grégory Bassin et son procede de fabrication

Also Published As

Publication number Publication date
ES2569152A1 (es) 2016-05-06
ES2569152B1 (es) 2017-01-10

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