EP1921227A1 - Modulstruktur zur Herstellung von Wänden, die im Einsatz horizontalen Schubkräften ausgesetzt sind, insbesondere Beckenbegrenzungswände - Google Patents

Modulstruktur zur Herstellung von Wänden, die im Einsatz horizontalen Schubkräften ausgesetzt sind, insbesondere Beckenbegrenzungswände Download PDF

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Publication number
EP1921227A1
EP1921227A1 EP07291217A EP07291217A EP1921227A1 EP 1921227 A1 EP1921227 A1 EP 1921227A1 EP 07291217 A EP07291217 A EP 07291217A EP 07291217 A EP07291217 A EP 07291217A EP 1921227 A1 EP1921227 A1 EP 1921227A1
Authority
EP
European Patent Office
Prior art keywords
panel
force
leg
panels
housing
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Withdrawn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
EP07291217A
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English (en)
French (fr)
Inventor
Jean Lermite
Jacques Lermite
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.)
Lermite SAS
Original Assignee
Lermite SAS
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 Lermite SAS filed Critical Lermite SAS
Publication of EP1921227A1 publication Critical patent/EP1921227A1/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Withdrawn legal-status Critical Current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
    • E04H4/0087—Swimming or splash baths or pools made of concrete with walls prefabricated and floor cast in situ
    • 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
    • E04H4/0018—Easily movable or transportable swimming pools
    • E04H4/0043—Easily movable or transportable swimming pools mainly made of panels

Definitions

  • the present invention relates to a modular structure for producing a wall undergoing horizontal thrust in service, in particular a peripheral wall of a basin, such as an underground swimming pool, silo or retaining wall, said structure comprising at least panels and struts holding said beams. panels in upright position, in particular against the thrust exerted in service on said panels.
  • An object of the present invention is therefore to provide a modular structure whose design makes it easy to reinforce, using struts, the panels of said structure, regardless of the angle formed by the panels between them.
  • Another object of the present invention is to propose a modular structure whose design makes it easier to put in place the struts and to increase the accuracy of their positioning.
  • the subject of the invention is a modular structure for the production of a wall undergoing horizontal thrusts in service, in particular a peripheral wall of a basin, such as an underground pool, a silo or a retaining wall, said structure comprising at least panels and struts maintaining said panels upright, in particular against the thrust exerted in service on said panels, characterized in that at least one, preferably each panel of the structure comprises, for its connection with a strut, at least two differentiated spaces each forming a housing adapted to receive interlocking the vertical edge of the strut, at least one of said housing housing being in the form of a recess formed on the face of the panel receiving applied the vertical edge of the strut, at least one other said housing of said panel being formed in the assembly area with a pan adjacent water.
  • At least one, preferably each, panel of the structure comprises at least three differentiated spaces each forming a housing, adapted to receive interlocking the vertical edge of the strut, at least two of the housings being formed in the assembly area of the panel with an adjacent panel, said housing being offset according to the thickness of the panel.
  • one of the housing of the panel which is in form a recess formed on the face of the panel receiving applied the vertical edge of the strut, affects the form of a continuous or discontinuous groove extending substantially parallel to the assembly edges of the panel with adjacent panels.
  • This housing disposed at a distance from the assembly edges of the panel, allows reinforcement of the panel in or near its central zone.
  • the modular structure 1, which is the subject of the invention, is more particularly intended for producing a wall subjected, during its use, to horizontal pushing forces.
  • This is the case in particular of the peripheral wall of the pond, in particular of the buried pool, the peripheral wall of the silo or the retaining wall.
  • This structure 1 therefore comprises at least panels 2 generally made of concrete and 3 force legs, also made of concrete, maintaining said panels 2 upright. These legs 3 of force are, in the case of the realization of a pool, positioned on the outer face of the panels 2 so as to prevent the panels 2 to fold under the action of the thrust exerted by the water on said panels after filling the basin.
  • panels 2 and 3 force leg are thus described in the form of elements made of concrete, a realization in terms of synthesis of such elements could also be considered.
  • each panel 2 of the structure 1 comprises, for its connection with a leg 3 of force, at least two differentiated spaces each forming a housing adapted to receive the interlocking voice 7 vertical of the leg 3 of force, any one of said housings being chosen according to the shape adopted by said wall.
  • These housings are offset in the thickness of the panel and / or in the width of the panel.
  • each panel 2 thus comprises, for a strut, three differentiated housing.
  • At least one of the dwellings, represented in 4 to the figures, is in the form of a recess provided on the face 2A of the panel 2 receiving applied to the vertical edge 7 of the leg 3 of force.
  • the face 2B of the panel on which the horizontal thrusts are exerted is itself a right face. This recess here affects the form of a discontinuous groove.
  • At least one other of said housings is formed in the assembly area with an adjacent panel.
  • the assembly area with an adjacent panel comprises, for each panel, two housings 5, 6.
  • the vertical edge of the panel 2 in the assembly area with an adjacent panel is bevelled.
  • the bevelled vertical edge of the panel 2 is profiled to define a succession of steps, each step of a panel forming, with the corresponding step of a panel to be assembled, a housing 5, 6 for receiving the leg 3 of force.
  • the housing thus formed affects the shape of a groove or continuous groove developing along the assembly edge of the panels, this groove being obtained by the cooperation of the steps each delimited by a notch formed each time along an edge joining the panel with an adjacent panel.
  • each panel 2 is equipped with at least six housings of the type described above. above.
  • each housing 4, 5, 6 of a panel has a slightly flared entry of the introduction of the leg 3 force.
  • the interlocking assembly also makes it possible to obtain assembly precision which is facilitated.
  • Each leg 3 of force is in the form of a panel hollowed out with feet 9 of support on the ground.
  • the leg 3 of force has four recesses 8 aligned vertically. The presence of feet at each strut facilitates its support on the ground.
  • Each leg 3 of force still has on its edge 7 vertical application to the panel 2 of the notches 10 intended to match the profile of ribs 24 of reinforcement provided on one side of the panel 2.
  • the panel 2 is, as the illustrates Figure 8, ribbed both vertically and horizontally. These are the horizontal ribs 24 which cooperate with the notches 10 of the leg 3 of force.
  • These same ribs 24 form an interruption of the vertical groove which constitutes the housing 4 for receiving the vertical edge 7 of a leg 3 of force.
  • each leg 3 force is maintained assembled to the panel 2, near its top, by stapling to maintain the panels 2 in the chosen position.
  • These staples 11 are more particularly visible in FIG. 3.
  • This upper formwork is still surmounted by a coping 17. Between formwork and coping is interposed a section 14 generally aluminum. This section 14, which caps the upper edge of the panels 2, is used to receive a liner 15 from covering the inner face of the panel 2 and the bottom of the basin. Between panel 2 and liner 15, it may also be provided a underlay 18. The section 14, which caps the top of the panels 2 to align the panels forming a bridge-type connection between said panels 2, also serves 17. It also serves to retain the panels 2 against the external thrust of the earth when the pool is empty. Finally, it connects the struts and panels to complete the action of staples after assembly.
  • each leg 3 force is maintained assembled to the panel 2 by a section 14 to cap the top of the panel 2 and at least a portion of the top of the leg 3 force.
  • This profile 14 still cooperates via a notch with a hook 16 equipped with reinforcement 23 to form a connection with the top of the profile 13 continuous.
  • the continuous piece used for producing one of the lateral faces of the upper chaining and which is shown in FIGS 13 is in the form of a substantially U-shaped profile, one of the wings of the U being of length less than Another wing of the U.
  • the base of the U is housed in a notch at the top of the leg 3 force.
  • the discontinuous elements forming the bottom forming face chaining are each made in the form of tablet or platinum for example with raised edges as shown in Figure 3.
  • One edge of said tablet is provided with notches intended to cooperate with the vertical ribs of the panel 2 to ensure a wedging of the assembly. Said tablets are inserted each time between two struts whose top is profiled to facilitate insertion with a notch of the continuous element 13 chaining. Once the formwork is complete, it can be filled with concrete.
  • a low chaining 19 made in the form of a mass of concrete.
  • This low chaining is based on a raft shown at 20 in the figures, a reinforcement 21 being again integrated both at the level of the slab and the bottom chaining 19.
  • the mounting of such a structure is carried out in the following order.
  • the panels 2 are brought into erect position and the legs 3 force are positioned at one of the housing of said panels 2 and held in their housing by stapling.
  • the aluminum profile 14 which covers both the top of the panel and the strut and which serves for receiving the liner 15 is positioned.
  • the elements of the upper chaining are then put in place.
  • the concrete 22 can be cast to maintain the assembly in position.
  • drainage elements can be provided. These elements will not be described in more detail because they are well known to those skilled in the art.
  • FIGS. 1 and 2 illustrate some possibilities of assembling said panels together and positioning of the struts either at the level of the assembly zone between panels, or at the level of the face of the receiving panel by applying the vertical edge of the strenght leg.
  • This multiplication of housing allows to multiply the forms of walls.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
EP07291217A 2006-11-10 2007-10-05 Modulstruktur zur Herstellung von Wänden, die im Einsatz horizontalen Schubkräften ausgesetzt sind, insbesondere Beckenbegrenzungswände Withdrawn EP1921227A1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR0609796A FR2908429B1 (fr) 2006-11-10 2006-11-10 Structure modulaire pour la realisation de paroi subissant en service des poussees horizontales, notamment paroi peripherique de bassin

Publications (1)

Publication Number Publication Date
EP1921227A1 true EP1921227A1 (de) 2008-05-14

Family

ID=38115880

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07291217A Withdrawn EP1921227A1 (de) 2006-11-10 2007-10-05 Modulstruktur zur Herstellung von Wänden, die im Einsatz horizontalen Schubkräften ausgesetzt sind, insbesondere Beckenbegrenzungswände

Country Status (2)

Country Link
EP (1) EP1921227A1 (de)
FR (1) FR2908429B1 (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012038693A3 (en) * 2010-09-20 2014-06-19 Nigel Rose Method of pool wall construction

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2967183B1 (fr) 2010-11-08 2013-11-15 Lermite Bassin, en particulier de piscine

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2303138A1 (fr) * 1975-03-07 1976-10-01 Genevey Jacques Element prefabrique pour la confection de piscines
US4115977A (en) * 1976-08-10 1978-09-26 Bertsch Lyle E Method of erecting swimming pool structure
US4464802A (en) * 1981-10-16 1984-08-14 Robert L. Glonek Structural foam swimming pool wall and brace and method of erecting same

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2303138A1 (fr) * 1975-03-07 1976-10-01 Genevey Jacques Element prefabrique pour la confection de piscines
US4115977A (en) * 1976-08-10 1978-09-26 Bertsch Lyle E Method of erecting swimming pool structure
US4464802A (en) * 1981-10-16 1984-08-14 Robert L. Glonek Structural foam swimming pool wall and brace and method of erecting same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012038693A3 (en) * 2010-09-20 2014-06-19 Nigel Rose Method of pool wall construction

Also Published As

Publication number Publication date
FR2908429B1 (fr) 2011-03-18
FR2908429A1 (fr) 2008-05-16

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