WO2006117496A1 - Modular load-bearing beam and shelter particularly for a swimming pool incorporating said beam - Google Patents
Modular load-bearing beam and shelter particularly for a swimming pool incorporating said beam Download PDFInfo
- Publication number
- WO2006117496A1 WO2006117496A1 PCT/FR2006/050402 FR2006050402W WO2006117496A1 WO 2006117496 A1 WO2006117496 A1 WO 2006117496A1 FR 2006050402 W FR2006050402 W FR 2006050402W WO 2006117496 A1 WO2006117496 A1 WO 2006117496A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- beam according
- cable
- section
- shelter
- profiles
- Prior art date
Links
- 230000009182 swimming Effects 0.000 title claims abstract description 6
- 125000006850 spacer group Chemical group 0.000 claims description 13
- 239000000835 fiber Substances 0.000 claims description 2
- 230000007935 neutral effect Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000135 prohibitive effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
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
- E04H3/00—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons
- E04H3/10—Buildings or groups of buildings for public or similar purposes; Institutions, e.g. infirmaries or prisons for meetings, entertainments, or sports
- E04H3/14—Gymnasiums; Other sporting buildings
- E04H3/16—Gymnasiums; Other sporting buildings for swimming
- E04H3/165—Gymnasiums; Other sporting buildings for swimming having movable parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/10—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal prestressed
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/0439—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0465—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped
Definitions
- the present invention relates to a modular support beam capable of supporting roofing elements and to a shelter, including a pool enclosure, incorporating said beam.
- the present invention relates more specifically to high type shelters allowing users to move under the shelter.
- Some of these shelters are likely to discover at least part of the body of water and include elements with a section in the form of a loop, arranged perpendicular to the length of the body of water, whose side edges are likely to rest on the ground on both sides of the water. These elements can be nested so as to cover the pool when they are deployed and to discover at least part of the pool when they are nested under each other.
- the shelters may comprise a frame supporting transparent walls in the manner of a veranda.
- An example of this type of shelter is described in US patent application No. 4,175,361. Although it allows a flexible opening, especially on one side of the body of water and facilitates the movement of mobile cover elements, it does not give full satisfaction for the following reasons. Given the spans, this type of shelter comprises at least a relatively long beam that requires the use of construction equipment such as a crane to handle it and a exceptional convoy to transport it which generates significant costs, often prohibitive for this type of shelter. In addition, the grounds on which the swimming pools are located generally do not allow the use of such construction machines.
- the present invention aims to overcome the disadvantages of the prior art by providing a structure for a pool cover incorporating at least one beam made of assembled elements, facilitating the transport and mounting of said beam and the kind of Pool shelter.
- the subject of the invention is a beam for a shelter capable of covering an area incorporating a pool, a terrace or the like, said shelter comprising a supporting structure incorporating said beam, on which roofing elements characterized by the beam comprises end-to-end sections and at least one connecting element whose first end is connected to a first section disposed at one end of the beam and the second end of which is connected to a second section disposed at the other end of the beam.
- the invention also relates to a shelter comprising at least one beam according to the invention.
- FIG. 1 is a perspective view of a shelter with a beam according to the invention, a portion of said shelter being in the retracted position,
- FIG. ZA is a longitudinal section illustrating a beam according to a first variant of the invention
- FIG. 2B is a longitudinal section illustrating a beam according to another variant of the invention
- FIG. 3 is a cross-section illustrating a beam according to an embodiment
- FIG. 4 is a transverse section illustrating a beam according to another embodiment
- FIG. 5A is a cross-section of a variant of a profile used to constitute a beam according to the invention.
- FIG. 5B is a perspective view of the profile of FIG. 5A
- FIG. 6A is a cross section of another variant of a profile used to constitute a beam according to the invention
- FIG. 6B is a perspective view of the section of FIG. 6A
- FIG. 7 is a cross-section of another variant of a profile used to constitute a beam according to the invention.
- FIG. 8 is a perspective illustrating an example of a section constituting a beam according to the invention from two profiles
- FIG. 9 is a section of an example of a shelter using a beam according to the invention.
- FIG. 10 is a section of an example shelter using two beams according to the invention.
- FIG. 1 there is shown in 10 a shelter capable of covering an area 12 incorporating a swimming pool, terrace or other, said shelter being high type and allowing users to move inside.
- the shelter is shown covering a pool, other applications are possible such as the cover of sports fields or terraces.
- This shelter comprises a support structure on which are reported cover elements movable or not with respect to said structure.
- the shelter comprises a beam 14 supported at each end by uprights 16, two vertical end walls 18 perpendicular to the beam 14 provided at each end of said beam 14 and side walls 20 in the form of a bow including a first edge 22 is connected to the beam 14 and a second edge 24 rests on the ground.
- connection between the beam and the uprights is carried out by any appropriate means, in particular by bolting, the beam being capable of being disposed above the uprights or interposed between the two uprights as shown in Figures ZA and 2B. This link is not more detailed because it is within the reach of those skilled in the art.
- the beam is arranged along the length of the pool, the adjacent end walls 20.1. at the end walls 18 are fixed while the other side walls 20.2 said intermediate are movable and slide along rails or rails formed at the beam and preferably at ground level.
- the intermediate side walls 20.2 disposed on one side of the beam 14 are in the retracted position and discover the pool while on the other side the intermediate side walls 20.2 are in the deployed position and cover the pool.
- the dimensions of the different side walls are defined so as to allow nesting-type interlocking of the intermediate side walls 20.2 under the lateral end walls 20.1.
- This shelter configuration makes it possible to reduce the range of the mobile covering elements, which contributes to facilitating their maneuvers.
- the range reduction also reduces the sections of aluminum, or other material, which generates savings in raw materials, in manufacturing, particularly in terms of bending, transport and laying.
- this configuration allows to discover only one side of the pool, the other side being used as windbreaker.
- the side walls prevent collapse by supporting the beam in the manner of a vault, the beam forming a keystone.
- the beam 14 comprises sections 26 end-to-end and at least one cable 28 arranged along the length of the beam, with ends connected to the respective ends of the beam, said cable being non-rectilinear and describing a curve in order to exert a force on the beam directed upwards and capable of compensating the loads applied to the beam when said cable is tensioned.
- curve is also meant a succession of at least two broken lines.
- the cable when the cable is tensioned, it tends to stiffen which allows to compress the sections against each other and generate a counterweight to compensate for the loads applied to the beam so that the arrow of the beam does not exceed l / 5OO th of reach when the beam is loaded.
- the cable describes a substantially parabolic curve, with a focus disposed above the beam, from the top of the beam at both ends and positioned at the bottom in the middle of the beam.
- This variant provides a better distribution of the forces exerted by the cable on the beam so that they have a substantially identical distribution to the load applied by the cover elements which is distributed along the beam.
- the cable 28 can be prestressed and put in tension when the beam is not loaded.
- the cable 28 is stretched at at least one of its ends by any appropriate means such as for example tensioners.
- the cable 28 is not stretched when the beam is not loaded.
- the cable is weakly stretched to arrange the sections end to end but not to exert prestressing.
- Said cable is automatically tensioned when the beam is loaded, in particular by its own weight and / or when the cover elements are connected to the beam and tend to exert efforts whose resultant is oriented downwards.
- the dimensions of the dish described by the cable 28 are adjusted in particular according to the weight of the beam and / or the loads exerted by the covering elements on the beam, the arrow f of the dish being substantially proportional to the distributed load applied to the beam, in particular that resulting from the weight of the beam and / or the covering elements. For example, for a range of the order of 16.40 m, it is necessary to provide an arrow for the parabola of the order of 250 mm.
- the cable 28 is preferably made of stainless steel. It can be stranded or not and have one or more strands and different sections depending on the tensile force that can be applied to said cable. Moreover by cable, one could hear several parallel cables. It is substantially inextensible to maintain the tension to which it is subjected when loaded either by prestressing or naturally by its own weight.
- the beam 14 comprises end-to-end sections 26 and at least one connecting element 28 arranged along the length of the beam, with ends connected to respective ends. of the beam.
- the connecting element is in the form of a rigid or flexible rod, substantially inextensible, preferably metallic, made in one piece or several elements placed end to end and connected by sleeves.
- the connecting element 28 is arranged in the lower part of the beam, in particular below the neutral fiber so as to take up the traction forces.
- the beam 14 comprises sections 26 placed end to end and at least one connecting element 28 (cable, rod or other), a first end is connected to a first section disposed at a first end of the beam and whose second end is connected to a second section disposed at the other end of the beam.
- the beam comprises means for positioning the sections relative to each other so as to arrange them aligned.
- at least one sleeve 30 is arranged astride two adjacent sections.
- a sleeve 30 is in the form of a hollow metal tube, for example steel, with a square or rectangular section, which can be housed in housings of similar shapes formed at the ends of the sections .
- the beam comprises a core with a cavity 32 in which the cable 28 can be accommodated, the cable 28 being disposed in the vertical longitudinal median plane of the beam and being protected in the cavity.
- the sleeves 30 are also arranged at the vertical longitudinal median plane of the beam, preferably above and below the cable 28.
- Axes 34 are provided along the beam, arranged above the cable and judiciously to guide said cable along a desired curve, in a preferred embodiment, a substantially parabolic curve when stretched and pressed against said pins 34.
- each section 26 is made from at least two parallel sections, extending over the entire length of the section. These profiles are metallic and obtained by extrusion through a matrix.
- each section comprises two profiles 36, 36 'contiguous and arranged one on the other and connected by any appropriate means. Preferably, the connection between the profiles is obtained thanks to the shapes of said cooperating profiles.
- Each profile comprises a U-shape in which the cable 28 can be accommodated, the branches of the U 38 being longer or shorter depending on the height necessary to accommodate the arrow of the dish of the cable and / or to allow the superposition of the different slides necessary for guiding the side walls.
- the end of one of the branches of the U 38 comprises a hook shape 40 while the other end comprises a housing 42 whose shapes are adapted to those of the hook 40.
- the two assembled sections are arranged head to tail, the hook 40 of a first profile cooperating with the housing 42 of the second profile, the hook 40 of said second section cooperating with the housing 42 of the first section as shown in Figure 3.
- Ribs 44 are provided inside the U at the branches 38 so as to define with the branches of the U 38 and the base of the U 46 a housing for a sleeve 30.
- the latter comprises at the outer faces of the branches of the U 38 housing 48 C.
- the housing C and the U-shaped are made in one piece by coextrusion.
- horizontal walls are attached perpendicular to the branches of the U towards the outside, two first walls 50 in the extension of the base of the U 46, two second walls 52 at the ends of the branches of the U 38 and possibly the thirds. walls 54 between the walls 50 and 52 regularly spaced, said walls having at the free ends of the flanges 56 so as to describe a shape C.
- FIGS. 5A and 5B show a first type of profile with a single slideway on either side of the U shape.
- FIGS. 6A and 6B show a second type of profile with two rails. on both sides of the U shape.
- FIG 7 there is shown a third type of profile with three rails on either side of the U-shape.
- a beam is obtained with a height of about 400 mm. from two profiles of the order of 200 mm.
- This type of profile is part of a diameter circle of the order of 265 mm corresponding to the size of a matrix of a press of 3500 tons which allows industrialization with costs compatible with the market.
- a section is obtained by assembling two identical or different sections, the various combinations of profiles described above being conceivable.
- Figure 8 a section obtained by assembling two profiles with two slides. The assembly of two sections makes it possible to obtain a beam of considerable height while limiting the size of the industrial tooling that makes it possible to obtain said profiles.
- FIG 4 there is shown another embodiment of a section.
- the latter comprises two hollow profiles 58 of rectangular or square section with possibly stiffeners 60 defining a housing for a sleeve 30 and at least one spacer 62 connecting said sections 58.
- the section comprises two spacers 62 spaced one by one. on the other so as to delimit a cavity 32 in which the cable 28 can be accommodated.
- the beams are all made from the same sections 58, only the height of the spacers 62 being adjusted according to the desired height of the beam.
- the profiles are metallic, in particular based on an aluminum alloy, and are obtained by extrusion.
- the spacers are in the form of plate or metal panel or not whose thickness is adjusted to withstand the compressive forces.
- the connection between a spacer 62 and a profile 58 is made by any appropriate means, in particular by means of a U-shaped groove contiguous or formed at one of the faces of the profile and connection means such as bolts for example or by gluing.
- the axes 34 are located at the spacers so as to obtain the desired curve of the cable.
- the beam comprises at the level of the upper and / or lower face a housing 66 capable of being used as a cable path in order to obtain, for example, a zenith lighting, or for allow any other hook.
- the housing can be closed thanks to a 68 clipped hood.
- a shelter may comprise a beam 14 as illustrated in FIGS.
- the fact of providing a beam made of several assembled sections makes it easier to transport and set up said beam. Furthermore, the sections have dimensions adapted to introduce them into cabins for surface treatments, a thermo lacquering for example.
- the presence of the cable also makes it possible to limit the deformations in a horizontal direction perpendicular to the beam.
- the sections are preferably made using two assembled sections also makes it possible to reduce the size of the elements to be manufactured and manipulated, and allows the use of industrial equipment which makes it possible to obtain operating costs. compatible with the market.
- the invention is obviously not limited to the embodiment shown and described above, but on the contrary covers all variants, particularly with regard to the shapes and dimensions of the shelter, the number of dimensions of the beams as well as the nature, dimensions, shapes of the roofing elements and the structure to which they are attached.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention relates to a beam for a shelter for covering an area (12) including a swimming pool, a terrace or similar, said shelter comprising a load-bearing structure incorporating said beam supporting covering elements, characterized in that said beam (14) comprises abutting sections (26) as well as at least one connector element (28) a first end of which is connected to a first section arranged at one end of the beam and the second end of which is connected to a second section arranged at the other end of the beam.
Description
POUTRE PORTEUSE MODULAIRE ET ABRI, NOTAMMENT DE PISCINE, MODULAR CARRIER AND SHELTER, IN PARTICULAR OF SWIMMING POOL,
INCORPORANT LADITE POUTREINCORPORATING SAID BEAM
La présente invention se rapporte à une poutre porteuse modulaire susceptible de supporter des éléments de couverture ainsi qu'à un abri, notamment un abri de piscine, intégrant ladite poutre.The present invention relates to a modular support beam capable of supporting roofing elements and to a shelter, including a pool enclosure, incorporating said beam.
La présente invention se rapporte plus précisément aux abris de type haut permettant aux usagers de se déplacer sous l'abri.The present invention relates more specifically to high type shelters allowing users to move under the shelter.
Certains de ces abris sont susceptibles de découvrir au moins en partie le plan d'eau et comprennent des éléments avec une section en forme d'anse, disposés perpendiculairement à la longueur du plan d'eau, dont les bords latéraux sont susceptibles de reposer sur le sol de part et d'autre du plan d'eau. Ces éléments sont susceptibles de s'emboîter de manière à recouvrir la piscine lorsqu'ils sont déployés et à découvrir au moins une partie de la piscine lorsqu'ils sont emboîtés les uns sous les autres.Some of these shelters are likely to discover at least part of the body of water and include elements with a section in the form of a loop, arranged perpendicular to the length of the body of water, whose side edges are likely to rest on the ground on both sides of the water. These elements can be nested so as to cover the pool when they are deployed and to discover at least part of the pool when they are nested under each other.
Compte tenu de leur portée, ces éléments sont difficiles à manœuvrer, ceci d'autant plus s'ils ne sont pas guidés au sol. Selon un autre mode de réalisation, les abris peuvent comprendre une ossature supportant des parois transparentes à la manière d'une véranda. Un exemple de ce type d'abri est notamment décrit dans la demande de brevet US-4.175.361. Même s'il autorise une ouverture modulable, notamment sur un seul côté du plan d'eau et facilite les déplacements des éléments de couverture mobiles, il ne donne pas pleinement satisfaction pour les raisons suivantes. Compte tenu des portées, ce type d'abris comprend au moins une poutre relativement longue qui nécessite l'usage d'engins de chantier tels qu'une grue pour la manipuler et d'un
convoi exceptionnel pour la transporter ce qui engendre des coûts importants, souvent rédhibitoires pour ce type d'abris. Par ailleurs, les terrains sur lesquels sont aménagées les piscines ne permettent généralement pas l'usage de tels engins de chantier. Par ailleurs, les coûts de fabrication sont relativement élevés pour les portées importantes car cela nécessite un outillage industriel coûteux. Aussi, la présente invention vise à pallier aux inconvénients de l'art antérieur en proposant une structure pour une couverture de piscine incorporant au moins une poutre constituée d'éléments assemblés, facilitant le transport et le montage de ladite poutre et de la sorte de l'abri de piscine.Given their range, these elements are difficult to maneuver, especially if they are not guided on the ground. In another embodiment, the shelters may comprise a frame supporting transparent walls in the manner of a veranda. An example of this type of shelter is described in US patent application No. 4,175,361. Although it allows a flexible opening, especially on one side of the body of water and facilitates the movement of mobile cover elements, it does not give full satisfaction for the following reasons. Given the spans, this type of shelter comprises at least a relatively long beam that requires the use of construction equipment such as a crane to handle it and a exceptional convoy to transport it which generates significant costs, often prohibitive for this type of shelter. In addition, the grounds on which the swimming pools are located generally do not allow the use of such construction machines. Moreover, the manufacturing costs are relatively high for large spans as this requires expensive industrial tools. Also, the present invention aims to overcome the disadvantages of the prior art by providing a structure for a pool cover incorporating at least one beam made of assembled elements, facilitating the transport and mounting of said beam and the kind of Pool shelter.
A cet effet, l'invention a pour objet une poutre pour un abri susceptible de recouvrir une aire intégrant une piscine, une terrasse ou autre, ledit abri comportant une structure porteuse intégrant ladite poutre, sur laquelle sont rapportés des éléments de couverture caractérisée en ce que la poutre comprend des tronçons mis bout à bout ainsi qu'au moins un élément de liaison dont une première extrémité est reliée à un premier tronçon disposé à une première extrémité de la poutre et dont la seconde extrémité est reliée à un second tronçon disposé à l'autre extrémité de la poutre. L'invention a également pour objet un abri comportant au moins une poutre selon l'invention.For this purpose, the subject of the invention is a beam for a shelter capable of covering an area incorporating a pool, a terrace or the like, said shelter comprising a supporting structure incorporating said beam, on which roofing elements characterized by the beam comprises end-to-end sections and at least one connecting element whose first end is connected to a first section disposed at one end of the beam and the second end of which is connected to a second section disposed at the other end of the beam. The invention also relates to a shelter comprising at least one beam according to the invention.
D'autres caractéristiques et avantages ressortiront de la description qui va suivre de l'invention, description donnée à titre d'exemple uniquement, en regard des dessins annexés sur lesquels :Other features and advantages will become apparent from the following description of the invention, a description given by way of example only, with reference to the appended drawings in which:
- la figure 1 est une vue en perspective d'un abri avec une poutre selon l'invention, une partie dudit abri étant en position rétractée,FIG. 1 is a perspective view of a shelter with a beam according to the invention, a portion of said shelter being in the retracted position,
- la figure ZA est une coupe longitudinale illustrant une poutre selon une première variante de l'invention,
- la figure 2B est une coupe longitudinale illustrant une poutre selon une autre variante de l'inventionFIG. ZA is a longitudinal section illustrating a beam according to a first variant of the invention, FIG. 2B is a longitudinal section illustrating a beam according to another variant of the invention
- la figure 3 est une coupe transversale illustrant une poutre selon un mode de réalisation, - la figure 4 est une coupe transversale illustrant une poutre selon un autre mode de réalisation,FIG. 3 is a cross-section illustrating a beam according to an embodiment, FIG. 4 is a transverse section illustrating a beam according to another embodiment,
- la figure 5A est une coupe transversale d'une variante d'un profilé utilisé pour constituer une poutre selon l'invention,FIG. 5A is a cross-section of a variant of a profile used to constitute a beam according to the invention,
- la figure 5B est une perspective du profilé de la figure 5A, - la figure 6 A est une coupe transversale d'une autre variante d'un profilé utilisé pour constituer une poutre selon l'invention,FIG. 5B is a perspective view of the profile of FIG. 5A, FIG. 6A is a cross section of another variant of a profile used to constitute a beam according to the invention,
- la figure 6B est une perspective du profilé de la figure 6A,FIG. 6B is a perspective view of the section of FIG. 6A,
- la figure 7 est une coupe transversale d'une autre variante d'un profilé utilisé pour constituer une poutre selon l'invention, - la figure 8 est une perspective illustrant un exemple de tronçon constituant une poutre selon l'invention à partir de deux profilés,FIG. 7 is a cross-section of another variant of a profile used to constitute a beam according to the invention; FIG. 8 is a perspective illustrating an example of a section constituting a beam according to the invention from two profiles
- la figure 9 est une coupe d'un exemple d'abri utilisant une poutre selon l'invention, etFIG. 9 is a section of an example of a shelter using a beam according to the invention, and
- la figure 10 est une coupe d'un exemple d'abri utilisant deux poutres selon l'invention.- Figure 10 is a section of an example shelter using two beams according to the invention.
Sur la figure 1, on a représenté en 10 un abri susceptible de recouvrir une aire 12 intégrant une piscine, une terrasse ou autre, ledit abri étant de type haut et permettant aux utilisateurs de se déplacer à l'intérieur.In Figure 1, there is shown in 10 a shelter capable of covering an area 12 incorporating a swimming pool, terrace or other, said shelter being high type and allowing users to move inside.
Même si sur la figure 1, l'abri est représenté recouvrant une piscine, d'autres applications sont envisageables telles que la couverture de terrains de sport ou de terrasses.Although in Figure 1, the shelter is shown covering a pool, other applications are possible such as the cover of sports fields or terraces.
Cet abri comprend une structure porteuse sur laquelle sont rapportés des éléments de couverture mobiles ou non par rapport à ladite structure.
Selon l'exemple représenté sur la figure 1, l'abri comprend une poutre 14 supportée à chaque extrémité par des montants 16, deux parois verticales d'extrémité 18 perpendiculaires à la poutre 14 prévues au niveau de chaque extrémité de ladite poutre 14 ainsi que des parois latérales 20 en forme d'arceau dont un premier bord 22 est relié à la poutre 14 et un second bord 24 repose au sol.This shelter comprises a support structure on which are reported cover elements movable or not with respect to said structure. According to the example shown in Figure 1, the shelter comprises a beam 14 supported at each end by uprights 16, two vertical end walls 18 perpendicular to the beam 14 provided at each end of said beam 14 and side walls 20 in the form of a bow including a first edge 22 is connected to the beam 14 and a second edge 24 rests on the ground.
La liaison entre la poutre et les montants est réalisée par tout moyen approprié, notamment par boulonnage, la poutre étant susceptible d'être disposée au-dessus des montants ou intercalée entre les deux montants comme illustré sur les figures ZA et 2B. Cette liaison n'est pas plus détaillée car elle est à la portée de l'homme de l'art.The connection between the beam and the uprights is carried out by any appropriate means, in particular by bolting, the beam being capable of being disposed above the uprights or interposed between the two uprights as shown in Figures ZA and 2B. This link is not more detailed because it is within the reach of those skilled in the art.
Il en est de même des éléments de couverture, des montants et de la liaison entre les éléments de couverture 18, 20 et la structure 14, 16. Avantageusement, la poutre est disposée selon la longueur de la piscine, les parois latérales terminales 20.1 adjacentes aux parois d'extrémité 18 sont fixes alors que les autres parois latérales 20.2 dites intermédiaires sont mobiles et coulissent le long de glissières ou de rails ménagés au niveau de la poutre et de préférence au niveau du sol. Sur la figure 1, les parois latérales intermédiaires 20.2 disposées d'un coté de la poutre 14 sont en position rétractée et découvrent la piscine alors que de l'autre côté les parois latérales intermédiaires 20.2 sont en position déployée et recouvrent la piscine.It is the same for the covering elements, the amounts and the connection between the covering elements 18, 20 and the structure 14, 16. Advantageously, the beam is arranged along the length of the pool, the adjacent end walls 20.1. at the end walls 18 are fixed while the other side walls 20.2 said intermediate are movable and slide along rails or rails formed at the beam and preferably at ground level. In Figure 1, the intermediate side walls 20.2 disposed on one side of the beam 14 are in the retracted position and discover the pool while on the other side the intermediate side walls 20.2 are in the deployed position and cover the pool.
Les dimensions des différentes parois latérales sont définies de manière à permettre un emboîtement de type gigogne des parois latérales intermédiaires 20.2 sous les parois latérales terminales 20.1.The dimensions of the different side walls are defined so as to allow nesting-type interlocking of the intermediate side walls 20.2 under the lateral end walls 20.1.
Cette configuration d'abri permet de réduire la portée des éléments de couverture mobiles ce qui contribue à faciliter leurs manœuvres. La réduction de portée permet également de réduire les sections d'aluminium, ou autre matériau,
ce qui génère des économies en matière première, en fabrication, notamment au niveau du cintrage, en transport et en pose.This shelter configuration makes it possible to reduce the range of the mobile covering elements, which contributes to facilitating their maneuvers. The range reduction also reduces the sections of aluminum, or other material, which generates savings in raw materials, in manufacturing, particularly in terms of bending, transport and laying.
De plus, cette configuration permet de ne découvrir qu'un seul côté de la piscine, l'autre côté étant utilisé comme coupe- vent. Enfin, lorsque la poutre est chargée de manière excessive, les parois latérales permettent d'éviter l'effondrement en soutenant la poutre à la manière d'une voûte, la poutre formant une clé de voûte.In addition, this configuration allows to discover only one side of the pool, the other side being used as windbreaker. Finally, when the beam is loaded excessively, the side walls prevent collapse by supporting the beam in the manner of a vault, the beam forming a keystone.
Selon l'invention, comme illustré sur la figure ZA1 la poutre 14 comprend des tronçons 26 mis bout à bout ainsi qu'au moins un câble 28 disposé selon la longueur de la poutre, avec des extrémités reliées aux extrémités respectives de la poutre, ledit cable étant non rectiligne et décrivant une courbe afin d'exercer un effort sur la poutre orienté vers le haut et susceptible de compenser les charges appliquées sur la poutre lorsque ledit câble est mis en tension. Par courbe, on entend également une succession d'au moins deux lignes brisées.According to the invention, as illustrated in FIG. ZA 1, the beam 14 comprises sections 26 end-to-end and at least one cable 28 arranged along the length of the beam, with ends connected to the respective ends of the beam, said cable being non-rectilinear and describing a curve in order to exert a force on the beam directed upwards and capable of compensating the loads applied to the beam when said cable is tensioned. By curve is also meant a succession of at least two broken lines.
Ainsi, lorsque le câble est mis en tension, il a tendance à se raidir ce qui permet de comprimer les tronçons les uns contre les autres et de générer une contre flèche permettant de compenser les charges appliquées à la poutre afin que la flèche de la poutre n'excède pas l/5OOème de la portée lorsque la poutre est chargée.Thus, when the cable is tensioned, it tends to stiffen which allows to compress the sections against each other and generate a counterweight to compensate for the loads applied to the beam so that the arrow of the beam does not exceed l / 5OO th of reach when the beam is loaded.
De préférence, le câble décrit une courbe sensiblement parabolique, avec un foyer disposé au-dessus de la poutre, partant du haut de la poutre à ses deux extrémités et positionné en partie basse au milieu de la poutre. Cette variante permet d'obtenir une meilleure répartition des efforts exercés par le câble sur la poutre afin qu'ils aient une répartition sensiblement identique à la charge appliquée par les éléments de couverture qui est répartie le long de la poutre. Selon les variantes, le câble 28 peut être précontraint et mis en tension lorsque la poutre n'est pas chargée. A cet effet, le câble 28 est tendu au niveau d'au
moins une de ses extrémités par tout moyen approprié tel que par exemple des tendeurs.Preferably, the cable describes a substantially parabolic curve, with a focus disposed above the beam, from the top of the beam at both ends and positioned at the bottom in the middle of the beam. This variant provides a better distribution of the forces exerted by the cable on the beam so that they have a substantially identical distribution to the load applied by the cover elements which is distributed along the beam. According to the variants, the cable 28 can be prestressed and put in tension when the beam is not loaded. For this purpose, the cable 28 is stretched at at least one of its ends by any appropriate means such as for example tensioners.
Selon un mode d'assemblage préféré, le câble 28 n'est pas tendu lorsque la poutre n'est pas chargée. Dans ce cas, le cable est faiblement tendu pour disposer les tronçons bout à bout mais pas pour exercer une précontrainte. Ledit cable est mis en tension de manière automatique lorsque la poutre est chargée, notamment par son propre poids et/ou lorsque les éléments de couverture sont reliés à la poutre et tendent à exercer des efforts dont la résultante est orientée vers le bas. Les dimensions de la parabole décrite par le cable 28 sont ajustées en fonction notamment du poids de la poutre et/ou des charges exercées par les éléments de couverture sur la poutre, la flèche f de la parabole étant sensiblement proportionnelle à la charge répartie appliquée sur la poutre, notamment celle découlant du poids de la poutre et/ou des éléments de couverture. A titre d'exemple, pour une portée de l'ordre de 16,40 m, il convient de prévoir une flèche pour la parabole de l'ordre de 250 mm.According to a preferred assembly mode, the cable 28 is not stretched when the beam is not loaded. In this case, the cable is weakly stretched to arrange the sections end to end but not to exert prestressing. Said cable is automatically tensioned when the beam is loaded, in particular by its own weight and / or when the cover elements are connected to the beam and tend to exert efforts whose resultant is oriented downwards. The dimensions of the dish described by the cable 28 are adjusted in particular according to the weight of the beam and / or the loads exerted by the covering elements on the beam, the arrow f of the dish being substantially proportional to the distributed load applied to the beam, in particular that resulting from the weight of the beam and / or the covering elements. For example, for a range of the order of 16.40 m, it is necessary to provide an arrow for the parabola of the order of 250 mm.
Le cable 28 est de préférence en acier inoxydable. Il peut être toronné ou non et avoir un ou plusieurs brins et différentes sections en fonction de l'effort de traction susceptible d'être appliqué audit câble. De plus par câble, on pourrait entendre plusieurs câbles parallèles. Il est sensiblement inextensible pour conserver la tension à laquelle il est soumis lorsqu'il est chargé soit par la précontrainte soit naturellement par son propre poids.The cable 28 is preferably made of stainless steel. It can be stranded or not and have one or more strands and different sections depending on the tensile force that can be applied to said cable. Moreover by cable, one could hear several parallel cables. It is substantially inextensible to maintain the tension to which it is subjected when loaded either by prestressing or naturally by its own weight.
Selon une autre variante de l'invention illustrée sur la figure 2B, la poutre 14 comprend des tronçons 26 mis bout à bout ainsi qu'au moins un élément de liaison 28 disposé selon la longueur de la poutre, avec des extrémités reliées aux extrémités respectives de la poutre. Selon un mode de réalisation, l'élément de liaison se présente sous la forme d'une tige rigide ou souple, sensiblement
inextensible, de préférence métallique, réalisée d'un seul tenant ou de plusieurs éléments mis bout à bout et reliés par des manchons.According to another variant of the invention illustrated in FIG. 2B, the beam 14 comprises end-to-end sections 26 and at least one connecting element 28 arranged along the length of the beam, with ends connected to respective ends. of the beam. According to one embodiment, the connecting element is in the form of a rigid or flexible rod, substantially inextensible, preferably metallic, made in one piece or several elements placed end to end and connected by sleeves.
Avantageusement, l'élément de liaison 28 est disposé en partie basse de la poutre, notamment en dessous de la fibre neutre de manière à reprendre les efforts de traction.Advantageously, the connecting element 28 is arranged in the lower part of the beam, in particular below the neutral fiber so as to take up the traction forces.
De manière généralement, la poutre 14 comprend des tronçons 26 mis bout à bout ainsi qu'au moins un élément de liaison 28 (câble, tige ou autre) dont une première extrémité est reliée à un premier tronçon disposé à une première extrémité de la poutre et dont la seconde extrémité est reliée à un second tronçon disposé à l'autre extrémité de la poutre.Generally, the beam 14 comprises sections 26 placed end to end and at least one connecting element 28 (cable, rod or other), a first end is connected to a first section disposed at a first end of the beam and whose second end is connected to a second section disposed at the other end of the beam.
Selon une autre caractéristique de l'invention, la poutre comprend des moyens de positionnement des tronçons les uns par rapport aux autres de manière à les disposer alignés. Selon un mode de réalisation, au moins un manchon 30 est disposé à cheval dans deux tronçons adjacents. Selon un mode de réalisation, un manchon 30 se présente sous la forme d'un tube creux métallique, par exemple en acier, avec une section carrée ou rectangulaire, susceptible de se loger dans des logements de formes analogues ménagés au niveau des extrémités des tronçons. Selon une caractéristique de l'invention, la poutre comprend une âme avec une cavité 32 dans laquelle est susceptible d'être logé le cable 28, le cable 28 étant disposé dans le plan médian longitudinal vertical de la poutre et étant protégé dans la cavité.According to another characteristic of the invention, the beam comprises means for positioning the sections relative to each other so as to arrange them aligned. According to one embodiment, at least one sleeve 30 is arranged astride two adjacent sections. According to one embodiment, a sleeve 30 is in the form of a hollow metal tube, for example steel, with a square or rectangular section, which can be housed in housings of similar shapes formed at the ends of the sections . According to one characteristic of the invention, the beam comprises a core with a cavity 32 in which the cable 28 can be accommodated, the cable 28 being disposed in the vertical longitudinal median plane of the beam and being protected in the cavity.
Afin d'éviter l'apparition de phénomènes de torsion, les manchons 30 sont également disposés au niveau du plan médian longitudinal vertical de la poutre, de préférence au-dessus et au-dessous du cable 28.In order to avoid the occurrence of torsion phenomena, the sleeves 30 are also arranged at the vertical longitudinal median plane of the beam, preferably above and below the cable 28.
Des axes 34 sont prévus le long de la poutre, disposés au dessus du cable et de manière judicieuse afin de guider ledit câble selon une courbe désirée, dans un
mode de réalisation préféré, une courbe sensiblement parabolique lorsqu'il est tendu et plaqué contre lesdits axes 34.Axes 34 are provided along the beam, arranged above the cable and judiciously to guide said cable along a desired curve, in a preferred embodiment, a substantially parabolic curve when stretched and pressed against said pins 34.
Selon une autre caractéristique de l'invention, pour améliorer la manutention des éléments et simplifier leur réalisation, chaque tronçon 26 est réalisé à partir d'au moins deux profilés parallèles, s'étendant sur toute la longueur du tronçon. Ces profilés sont métalliques et obtenus par extrusion à travers une matrice. Selon un premier mode de réalisation illustré sur la figure 3, chaque tronçon comprend deux profilés 36, 36' accolés et disposés l'un sur l'autre et reliés par tout moyen approprié. De préférence, la liaison entre les profilés est obtenue grâce aux formes desdits profilés qui coopèrent.According to another characteristic of the invention, to improve the handling of the elements and simplify their production, each section 26 is made from at least two parallel sections, extending over the entire length of the section. These profiles are metallic and obtained by extrusion through a matrix. According to a first embodiment illustrated in Figure 3, each section comprises two profiles 36, 36 'contiguous and arranged one on the other and connected by any appropriate means. Preferably, the connection between the profiles is obtained thanks to the shapes of said cooperating profiles.
Chaque profilé comprend une forme en U dans laquelle est susceptible d'être logé le cable 28, les branches du U 38 étant plus ou moins longues en fonction de la hauteur nécessaire pour loger la flèche de la parabole du câble et/ou pour permettre la superposition des différentes glissières nécessaires pour le guidage des parois latérales.Each profile comprises a U-shape in which the cable 28 can be accommodated, the branches of the U 38 being longer or shorter depending on the height necessary to accommodate the arrow of the dish of the cable and / or to allow the superposition of the different slides necessary for guiding the side walls.
Pour assurer la liaison entre les deux profilés, l'extrémité d'une des branches du U 38 comprend une forme en crochet 40 alors que l'autre extrémité comprend un logement 42 dont les formes sont adaptées à celles du crochet 40. Ainsi, les deux profilés assemblés sont disposés tête bêche, le crochet 40 d'un premier profilé coopérant avec le logement 42 du second profilé, le crochet 40 dudit second profilé coopérant avec le logement 42 du premier profilé comme illustré sur la figure 3.To ensure the connection between the two sections, the end of one of the branches of the U 38 comprises a hook shape 40 while the other end comprises a housing 42 whose shapes are adapted to those of the hook 40. Thus, the two assembled sections are arranged head to tail, the hook 40 of a first profile cooperating with the housing 42 of the second profile, the hook 40 of said second section cooperating with the housing 42 of the first section as shown in Figure 3.
Des nervures 44 sont prévues à l'intérieur du U au niveau des branches 38 de manière à délimiter avec les branches du U 38 et la base du U 46 un logement pour un manchon 30.Ribs 44 are provided inside the U at the branches 38 so as to define with the branches of the U 38 and the base of the U 46 a housing for a sleeve 30.
Lorsque des parois latérales sont susceptibles de coulisser le long de la poutre 14, cette dernière comprend au niveau des faces extérieures des branches du U 38 des logements 48 en C. De préférence, les logements en C et la forme en U
sont réalisés d'un seul tenant par co-extrusion. Dans ce cas, des parois horizontales sont rapportées perpendiculairement aux branches du U vers l'extérieur, deux premières parois 50 dans le prolongement de la base du U 46, deux deuxièmes parois 52 au niveau des extrémités des branches du U 38 et éventuellement des troisièmes parois 54 entre les parois 50 et 52 régulièrement espacées, lesdites parois ayant au niveau des extrémités libres des rebords 56 de manière à décrire une forme en C.When lateral walls are slidable along the beam 14, the latter comprises at the outer faces of the branches of the U 38 housing 48 C. Preferably, the housing C and the U-shaped are made in one piece by coextrusion. In this case, horizontal walls are attached perpendicular to the branches of the U towards the outside, two first walls 50 in the extension of the base of the U 46, two second walls 52 at the ends of the branches of the U 38 and possibly the thirds. walls 54 between the walls 50 and 52 regularly spaced, said walls having at the free ends of the flanges 56 so as to describe a shape C.
Sur les figures 5A et 5B, on a représenté un premier type de profilé avec une seule glissière de part et d'autre de la forme en U. Sur les figures 6 A et 6B, on a représenté un deuxième type de profilé avec deux glissières de part et d'autre de la forme en U.FIGS. 5A and 5B show a first type of profile with a single slideway on either side of the U shape. FIGS. 6A and 6B show a second type of profile with two rails. on both sides of the U shape.
Sur la figure 7, on a représenté un troisième type de profilé avec trois glissières de part et d'autre de la forme en U. En assemblant deux profilés à trois glissières, on obtient une poutre avec une hauteur de l'ordre de 400 mm à partir de deux profilés de l'ordre de 200 mm. Ce type de profilé s'inscrit dans un cercle de diamètre de l'ordre de 265 mm correspondant à la dimension d'une matrice d'une presse de 3500 tonnes ce qui autorise une industrialisation avec des coûts compatibles avec le marché. Selon la hauteur de poutre souhaitée, un tronçon est obtenu en assemblant deux profilés identiques ou différents, les différentes combinaisons de profilés décrits ci-dessus étant envisageables. A titre d'exemple, on a représenté sur la figure 8 un tronçon obtenu en assemblant deux profilés à deux glissières. L'assemblage de deux profilés permet d'obtenir une poutre de hauteur importante tout en limitant la taille de l'outillage industriel permettant d'obtenir lesdits profilés.In Figure 7, there is shown a third type of profile with three rails on either side of the U-shape. By assembling two sections with three rails, a beam is obtained with a height of about 400 mm. from two profiles of the order of 200 mm. This type of profile is part of a diameter circle of the order of 265 mm corresponding to the size of a matrix of a press of 3500 tons which allows industrialization with costs compatible with the market. Depending on the desired beam height, a section is obtained by assembling two identical or different sections, the various combinations of profiles described above being conceivable. For example, there is shown in Figure 8 a section obtained by assembling two profiles with two slides. The assembly of two sections makes it possible to obtain a beam of considerable height while limiting the size of the industrial tooling that makes it possible to obtain said profiles.
Sur la figure 4, on a représenté un autre mode de réalisation d'un tronçon.
Ce dernier comprend deux profilés 58 creux de section rectangulaire ou carrée avec éventuellement des raidisseurs 60 définissant un logement pour un manchon 30 ainsi qu'au moins une entretoise 62 reliant lesdits profilés 58. De préférence, le tronçon comprend deux entretoises 62 espacées l'une de l'autre de manière à délimiter une cavité 32 dans laquelle est susceptible d'être logé le cable 28.In Figure 4, there is shown another embodiment of a section. The latter comprises two hollow profiles 58 of rectangular or square section with possibly stiffeners 60 defining a housing for a sleeve 30 and at least one spacer 62 connecting said sections 58. Preferably, the section comprises two spacers 62 spaced one by one. on the other so as to delimit a cavity 32 in which the cable 28 can be accommodated.
Selon ce mode de réalisation, les poutres sont toutes réalisées à partir des mêmes profilés 58, seule la hauteur des entretoises 62 étant ajustée en fonction de la hauteur souhaitée de la poutre. De préférence, les profilés sont métalliques, notamment à base d'un alliage d'aluminium, et sont obtenus par extrusion.According to this embodiment, the beams are all made from the same sections 58, only the height of the spacers 62 being adjusted according to the desired height of the beam. Preferably, the profiles are metallic, in particular based on an aluminum alloy, and are obtained by extrusion.
Les entretoises se présentent sous la forme de plaque ou panneau métallique ou non dont l'épaisseur est ajustée de manière à résister aux efforts de compression. La liaison entre une entretoise 62 et un profilé 58 est réalisée par tout moyen approprié, notamment par le biais d'une rainure en U accolée ou ménagée au niveau d'une des faces du profilé et de moyens de liaison tels que des boulons par exemple ou par collage. Les axes 34 sont implantés au niveau des entretoises de manière à obtenir la courbe souhaitée du cable.The spacers are in the form of plate or metal panel or not whose thickness is adjusted to withstand the compressive forces. The connection between a spacer 62 and a profile 58 is made by any appropriate means, in particular by means of a U-shaped groove contiguous or formed at one of the faces of the profile and connection means such as bolts for example or by gluing. The axes 34 are located at the spacers so as to obtain the desired curve of the cable.
Lorsque des parois latérales sont susceptibles de coulisser le long de la poutre 14, des glissières 64 sont rapportées sur les entretoises par tout moyen approprié, notamment grâce aux formes des glissières qui coopèrent avec les formes des entretoises ou d'éléments reliés aux entretoises. Selon une autre caractéristique de l'invention, la poutre comprend au niveau de la face supérieure et/ou inférieure un logement 66 susceptible d'être utilisé comme chemin de cable afin d'obtenir par exemple un éclairage zénithal, ou pour
permettre tout autre accroche. Selon les cas, les logements peuvent être fermés grâce à un capot 68 clippé.When side walls are slidable along the beam 14, slides 64 are attached to the spacers by any appropriate means, in particular through the shapes of the slides which cooperate with the shapes of the spacers or elements connected to the spacers. According to another characteristic of the invention, the beam comprises at the level of the upper and / or lower face a housing 66 capable of being used as a cable path in order to obtain, for example, a zenith lighting, or for allow any other hook. Depending on the case, the housing can be closed thanks to a 68 clipped hood.
Enfin, un abri peut comprendre une poutre 14 comme illustré sur les figures 1 etFinally, a shelter may comprise a beam 14 as illustrated in FIGS.
9 ou deux poutres 14 avec de part et d'autre des parois latérales sensiblement identiques à celles de la variante précédente et des éléments de couverture mobiles ou fixes intercalés entre lesdites poutres, comme illustré sur la figure9 or two beams 14 with on both sides side walls substantially identical to those of the previous variant and movable or fixed cover elements interposed between said beams, as shown in FIG.
10.10.
Le fait de prévoir une poutre réalisée en plusieurs tronçons assemblés permet de faciliter le transport et la mise en place de ladite poutre. Par ailleurs, les tronçons ont des dimensions adaptées pour les introduire dans des cabines pour des traitements de surface, un thermo laquage par exemple.The fact of providing a beam made of several assembled sections makes it easier to transport and set up said beam. Furthermore, the sections have dimensions adapted to introduce them into cabins for surface treatments, a thermo lacquering for example.
La présence du cable permet également de limiter les déformations selon une direction horizontale perpendiculaire à la poutre.The presence of the cable also makes it possible to limit the deformations in a horizontal direction perpendicular to the beam.
De plus, le fait de réaliser de préférence les tronçons à l'aide de deux profilés assemblés permet également de réduire la taille des éléments à fabriquer et à manipuler, et autorise l'utilisation d'un outillage industriel permettant d'obtenir des coûts de fabrication compatibles avec ceux du marché.In addition, the fact that the sections are preferably made using two assembled sections also makes it possible to reduce the size of the elements to be manufactured and manipulated, and allows the use of industrial equipment which makes it possible to obtain operating costs. compatible with the market.
Par ailleurs, lorsque la poutre supporte des parois latérales coulissantes, aucun assemblage ou vissage n'est nécessaire sur le chantier grâce à la présence des glissières, les panneaux étant enfilés en bout de poutre dans leurs glissières respectives. Ainsi, le délai de montage est sensiblement réduit et seuls deux monteurs suffisent sans matériel de levage.Moreover, when the beam supports sliding side walls, no assembly or screwing is necessary on the site thanks to the presence of the slides, the panels being threaded at the end of the beam in their respective slides. Thus, the assembly time is significantly reduced and only two fitters are sufficient without lifting equipment.
Bien entendu, l'invention n'est évidemment pas limitée au mode de réalisation représenté et décrit ci-dessus, mais en couvre au contraire toutes les variantes, notamment en ce qui concerne les formes et les dimensions de l'abri, le nombre les dimensions des poutres ainsi que la nature, les dimensions, les formes des éléments de couverture et de la structure sur laquelle ils sont rapportés.
Of course, the invention is obviously not limited to the embodiment shown and described above, but on the contrary covers all variants, particularly with regard to the shapes and dimensions of the shelter, the number of dimensions of the beams as well as the nature, dimensions, shapes of the roofing elements and the structure to which they are attached.
Claims
1. Poutre pour un abri susceptible de recouvrir une aire (12) intégrant une piscine, une terrasse ou autre, ledit abri comportant une structure porteuse intégrant ladite poutre, sur laquelle sont rapportés des éléments de couverture caractérisée en ce que la poutre (14) comprend des tronçons (26) mis bout à bout ainsi qu'au moins un élément de liaison (28) dont une première extrémité est reliée à un premier tronçon disposé à une première extrémité de la poutre et dont la seconde extrémité est reliée à un second tronçon disposé à l'autre extrémité de la poutre.1. Beam for a shelter capable of covering an area (12) incorporating a pool, a terrace or the like, said shelter comprising a bearing structure incorporating said beam, on which roofing elements are attached, characterized in that the beam (14) comprises end-to-end sections (26) and at least one connecting element (28) whose first end is connected to a first section disposed at a first end of the beam and whose second end is connected to a second end section disposed at the other end of the beam.
2. Poutre selon la revendication 1, caractérisée en ce qu'elle comprend au moins un cable (28) dont une première extrémité est reliée à un premier tronçon disposé à une première extrémité de la poutre et dont la seconde extrémité est reliée à un second tronçon disposé à l'autre extrémité de la poutre, ledit cable (28) étant non rectiligne et décrivant une courbe afin d'exercer un effort sur la poutre orienté vers le haut et susceptible de compenser les charges appliquées sur la poutre lorsque ledit cable est mis en tension.2. Beam according to claim 1, characterized in that it comprises at least one cable (28), a first end is connected to a first section disposed at a first end of the beam and the second end is connected to a second section disposed at the other end of the beam, said cable (28) being non-rectilinear and describing a curve in order to exert a force on the beam directed upwards and capable of compensating the loads applied to the beam when said cable is put in tension.
3. Poutre selon la revendication 2, caractérisée en ce que le cable (28) décrit une courbe sensiblement parabolique, avec un foyer disposé au-dessus de la poutre, partant du haut de la poutre à ses deux extrémités et positionné en partie basse au milieu de la poutre. 3. Beam according to claim 2, characterized in that the cable (28) describes a substantially parabolic curve, with a focus disposed above the beam, from the top of the beam at both ends and positioned at the bottom at middle of the beam.
4. Poutre selon la revendication 2 ou 3, caractérisée en ce que le cable (28) n'est pas tendu lorsque la poutre n'est pas chargée, ledit cable étant mis en tension de manière automatique lorsque la poutre est chargée.4. Beam according to claim 2 or 3, characterized in that the cable (28) is not tensioned when the beam is not loaded, said cable being tensioned automatically when the beam is loaded.
5. Poutre selon la revendication 2 ou 3, caractérisée en ce que le cable (28) est précontraint. 5. Beam according to claim 2 or 3, characterized in that the cable (28) is prestressed.
6. Poutre selon l'une quelconque des revendications 2 à 5, caractérisée en ce qu'elle comprend des axes (34) disposés au dessus du cable et de manière judicieuse afin de guider ledit câble selon une courbe souhaitée.6. Beam according to any one of claims 2 to 5, characterized in that it comprises pins (34) disposed above the cable and judiciously to guide said cable along a desired curve.
7. Poutre selon la revendication 1, caractérisée en ce qu'elle comprend au moins une tige (28) dont une première extrémité est reliée à un premier tronçon disposé à une première extrémité de la poutre et dont la seconde extrémité est reliée à un second tronçon disposé à l'autre extrémité de la poutre.7. Beam according to claim 1, characterized in that it comprises at least one rod (28), a first end is connected to a first section disposed at a first end of the beam and the second end is connected to a second section disposed at the other end of the beam.
8. Poutre selon la revendication 7, caractérisée en ce que la tige est disposée en partie basse de la poutre, notamment en dessous de la fibre neutre de manière à reprendre les efforts de traction.8. Beam according to claim 7, characterized in that the rod is disposed in the lower part of the beam, in particular below the neutral fiber so as to take the tensile forces.
9. Poutre selon l'une quelconque des revendications précédentes, caractérisée en ce qu'elle comprend des moyens de positionnement des tronçons les uns par rapport aux autres de manière à les disposer alignés.9. Beam according to any one of the preceding claims, characterized in that it comprises means for positioning the sections relative to each other so as to arrange them aligned.
10. Poutre selon la revendication 9, caractérisée en ce qu'au moins un manchon (30) est disposé à cheval dans deux tronçons adjacents.10. Beam according to claim 9, characterized in that at least one sleeve (30) is arranged astride in two adjacent sections.
11. Poutre selon l'une quelconque des revendications précédentes, caractérisée en ce qu'elle comprend une âme avec une cavité (32) dans laquelle est susceptible d'être logé l'élément de liaison (28) disposé dans le plan médian longitudinal vertical de la poutre. 11. Beam according to any one of the preceding claims, characterized in that it comprises a core with a cavity (32) in which is likely to be housed the connecting element (28) disposed in the vertical longitudinal median plane of the beam.
12. Poutre selon l'une quelconque des revendications précédentes, caractérisée en ce que chaque tronçon (26) est réalisé à partir d'au moins deux profilés parallèles, s'étendant sur toute la longueur du tronçon.12. Beam according to any one of the preceding claims, characterized in that each section (26) is made from at least two parallel sections, extending over the entire length of the section.
13. Poutre selon la revendication 12, caractérisée en ce que les deux profilés (36, 36') sont accolés et disposés l'un sur l'autre, la liaison entre les profilés étant obtenue grâce aux formes desdits profilés qui coopèrent.13. Beam according to claim 12, characterized in that the two profiles (36, 36 ') are contiguous and arranged one on the other, the connection between the profiles being obtained through the shapes of said cooperating profiles.
14. Poutre selon la revendication 13, caractérisée en ce que chaque profilé comprend une forme en U dans laquelle est susceptible d'être logé l'élément de liaison (28), l'extrémité d'une des branches du U (38) comprenant une forme en crochet (40) l'autre extrémité comprenant un logement (42) dont les formes sont adaptées à celles du crochet (40) afin d'assembler deux profilés tête bêche.14. Beam according to claim 13, characterized in that each section comprises a U-shape in which is likely to be housed the connecting element (28), the end of one of the branches of the U (38) comprising a form in hook (40) the other end comprising a housing (42) whose shapes are adapted to those of the hook (40) to assemble two head profiles spade.
15. Poutre selon la revendication 14, caractérisée en ce qu'elle comprend au niveau des faces extérieures des branches du U (38) des logements (48) en C susceptibles d'être utilisés comme glissière ou rail.15. Beam according to claim 14, characterized in that it comprises at the outer faces of the U-shaped limbs (38) housing (48) C may be used as a slide or rail.
16. Poutre selon la revendication 15, caractérisée en ce que les logements (48) et la forme en U sont réalisés d'un seul tenant.16. Beam according to claim 15, characterized in that the housings (48) and the U-shape are made in one piece.
17. Poutre selon la revendication 12, caractérisée en ce que chaque tronçon (26) comprend deux profilés (58) ainsi qu'au moins une entretoise (62) reliant lesdits profilés (58).17. Beam according to claim 12, characterized in that each section (26) comprises two profiles (58) and at least one spacer (62) connecting said profiles (58).
18. Poutre selon la revendication 17, caractérisée en ce que chaque tronçon comprend deux entretoises (62) espacées l'une de l'autre de manière à délimiter une cavité (32) dans laquelle est susceptible d'être logé l'élément de liaison (28), la largeur des entretoises (62) étant ajustée en fonction de la hauteur souhaitée de la poutre.18. Beam according to claim 17, characterized in that each section comprises two spacers (62) spaced apart from each other so as to define a cavity (32) in which is likely to be housed the connecting element (28), the width of the spacers (62) being adjusted according to the desired height of the beam.
19. Poutre selon la revendication 17 ou 18, caractérisée en ce que des glissières (64) sont rapportées sur ladite au moins une entretoise.19. Beam according to claim 17 or 18, characterized in that slides (64) are attached to said at least one spacer.
20. Poutre selon l'une quelconque des revendications précédentes, caractérisée en ce qu'elle comprend au niveau de la face supérieure et/ou inférieure un logement (66).20. Beam according to any one of the preceding claims, characterized in that it comprises at the upper and / or lower face a housing (66).
21. Abri susceptible de recouvrir une aire (12) intégrant une piscine, une terrasse ou autre, ledit abri comportant une structure porteuse sur laquelle sont rapportés des éléments de couverture, ladite structure porteuse comportant au moins une poutre selon l'une quelconque des revendications précédentes. 21. Shelter capable of covering an area (12) incorporating a swimming pool, a terrace or the like, said shelter comprising a bearing structure on which roofing elements are attached, said supporting structure comprising at least one beam according to any one of the claims. preceding.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/919,519 US20090019799A1 (en) | 2005-04-29 | 2006-04-28 | Modular load-bearing beam and shelter, in particular for a swimming pool, incorporating said beam |
EP06743858A EP1877637A1 (en) | 2005-04-29 | 2006-04-28 | Modular load-bearing beam and shelter particularly for a swimming pool incorporating said beam |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0504327A FR2885150A1 (en) | 2005-04-29 | 2005-04-29 | Mobile structure forming device for e.g. swimming pool, has semi-arches, set on ground on longitudinal sides of surface to be covered, supported against supporting beam and opened separately by sliding in grooves provided in beam |
FR0504327 | 2005-04-29 | ||
FR0504328 | 2005-04-29 | ||
FR0504328A FR2885149B1 (en) | 2005-04-29 | 2005-04-29 | PRECONTROLLED MODULAR CARRIER FOR RECEIVING MOBILE OR FIXED ARMS TO COVER ANY SURFACE |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2006117496A1 true WO2006117496A1 (en) | 2006-11-09 |
Family
ID=36869908
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/FR2006/050402 WO2006117496A1 (en) | 2005-04-29 | 2006-04-28 | Modular load-bearing beam and shelter particularly for a swimming pool incorporating said beam |
Country Status (3)
Country | Link |
---|---|
US (1) | US20090019799A1 (en) |
EP (1) | EP1877637A1 (en) |
WO (1) | WO2006117496A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9394709B2 (en) * | 2009-11-16 | 2016-07-19 | Mark Iosim | Swimming pool and spa cover apparatus and method thereof |
US10526786B2 (en) * | 2017-03-23 | 2020-01-07 | Harsoyo Lukito | Cross-strut |
US11332933B2 (en) * | 2018-03-23 | 2022-05-17 | Harsoyo Lukito | Cross-struts for beam assemblies |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2148976A (en) * | 1983-10-31 | 1985-06-05 | Norsk Hydro As | Joining metal sections |
FR2630479A1 (en) * | 1988-04-20 | 1989-10-27 | Desbordes Jean Louis | Supporting structure made of sections which have dry joints or are flexible, connected via rollers to tensioning cables |
US5809713A (en) * | 1996-05-13 | 1998-09-22 | Lancefield Pty Ltd. | Structural elements |
FR2784405A1 (en) * | 1998-10-08 | 2000-04-14 | Jacques Sarrat | Frame profile for pool cover has central profile with cable which can be tensioned to erect frame |
-
2006
- 2006-04-28 WO PCT/FR2006/050402 patent/WO2006117496A1/en not_active Application Discontinuation
- 2006-04-28 EP EP06743858A patent/EP1877637A1/en not_active Withdrawn
- 2006-04-28 US US11/919,519 patent/US20090019799A1/en not_active Abandoned
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2148976A (en) * | 1983-10-31 | 1985-06-05 | Norsk Hydro As | Joining metal sections |
FR2630479A1 (en) * | 1988-04-20 | 1989-10-27 | Desbordes Jean Louis | Supporting structure made of sections which have dry joints or are flexible, connected via rollers to tensioning cables |
US5809713A (en) * | 1996-05-13 | 1998-09-22 | Lancefield Pty Ltd. | Structural elements |
FR2784405A1 (en) * | 1998-10-08 | 2000-04-14 | Jacques Sarrat | Frame profile for pool cover has central profile with cable which can be tensioned to erect frame |
Also Published As
Publication number | Publication date |
---|---|
US20090019799A1 (en) | 2009-01-22 |
EP1877637A1 (en) | 2008-01-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
FR2481248A1 (en) | LIGHTWEIGHT AND RESISTANT ARROW ELEMENTS FOR TELESCOPIC CRANE ARROW AND CRANE ARROW SHAPED OF SUCH ELEMENTS | |
FR2901817A1 (en) | TEMPORARY BRIDGE | |
FR2945298A1 (en) | PERFECTLY TEMPORARY BRIDGE | |
FR2494741A1 (en) | PRECONTROL CONCRETE STRUCTURE COMPRISING TWO PLATES CONNECTED BY A TRELLIS, METHOD FOR MANUFACTURING THE SAME, ELEMENTS FOR IMPLEMENTING THE METHOD, AND APPLICATION TO THE CONSTRUCTION OF A DECK, COVER OR FLOOR APRON ELEMENT | |
EP2024587B1 (en) | Temporary construction and associated method of assembly | |
EP3669037B1 (en) | Device for producing a reinforced swimming pool | |
WO2006117496A1 (en) | Modular load-bearing beam and shelter particularly for a swimming pool incorporating said beam | |
FR2576955A1 (en) | Device for covering spaces or surfaces, such as, for example, a swimming pool | |
FR2789096A1 (en) | PRESSURE FLUID CIRCULATION LINE | |
EP3313540B1 (en) | Non-permanent white-water river | |
EP0172770A1 (en) | Covering device for spaces or surfaces, for example of swimming pools | |
FR2935406A1 (en) | Telescopic shelter for swimming pool, has sections sliding one in other along sliding direction in successive interlocking relation, and guiding device placed in upper part of each section and constituted of guiding beam and guiding unit | |
EP0828908A1 (en) | Movable shelter, in particular for covering a swimming pool | |
FR3114334A1 (en) | Formwork device and modular formwork structure | |
FR2940337A1 (en) | Metallic joist for forming floor of building, has connection strip whose upper support comprises fixation tabs fixed on sheath, where strip is dimensioned so as to slide inside sheath before fixation on walls of sheath | |
EP1418283A1 (en) | Modular load carrying structure | |
FR2931492A1 (en) | Modular vertical carrier structure for constructing e.g. individual house, has interconnection units interconnecting panels together and forming structure assembly in form of shell, where panels integrally support loads applied to structure | |
FR2668192A1 (en) | Cover plate made of prestressed reinforced concrete | |
FR2827901A1 (en) | Method for making dismantleable shelter comprising roof and support structure involves assembling span sections, supported on posts, by means of junction pieces | |
FR2754005A1 (en) | Method of reinforcement for temporary tiered seating | |
FR2718181A1 (en) | Removable process and covered structure for the production of shelters for various uses. | |
FR2885149A1 (en) | PRECONTROLLED MODULAR CARRIER FOR RECEIVING MOBILE OR FIXED ARMS TO COVER ANY SURFACE | |
FR2883319A1 (en) | Support structure for above ground swimming pool, has tie rods with ends pierced of hole for passage of rod, and frames with rods connected by plates, where each tie rod passes in crosspiece and extends on entire length of crosspiece | |
CH694702A5 (en) | Modular construction with at least four vertical posts and braces. | |
BE1004727A4 (en) | Support |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
WWE | Wipo information: entry into national phase |
Ref document number: 2006743858 Country of ref document: EP |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
WWW | Wipo information: withdrawn in national office |
Country of ref document: DE |
|
WWE | Wipo information: entry into national phase |
Ref document number: 11919519 Country of ref document: US |
|
NENP | Non-entry into the national phase |
Ref country code: RU |
|
WWW | Wipo information: withdrawn in national office |
Country of ref document: RU |
|
WWP | Wipo information: published in national office |
Ref document number: 2006743858 Country of ref document: EP |