EP2549033B1 - Modulare Struktur vom Typ Zirkuszelt oder Zelt - Google Patents

Modulare Struktur vom Typ Zirkuszelt oder Zelt Download PDF

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Publication number
EP2549033B1
EP2549033B1 EP12175053.3A EP12175053A EP2549033B1 EP 2549033 B1 EP2549033 B1 EP 2549033B1 EP 12175053 A EP12175053 A EP 12175053A EP 2549033 B1 EP2549033 B1 EP 2549033B1
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EP
European Patent Office
Prior art keywords
tube
modular structure
purlin
fact
accordance
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EP12175053.3A
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English (en)
French (fr)
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EP2549033A1 (de
Inventor
Fabien Camelio
Kamel Saidi
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Locabri
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Locabri
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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
    • E04H15/00—Tents or canopies, in general
    • E04H15/18—Tents having plural sectional covers, e.g. pavilions, vaulted tents, marquees, circus tents; Plural tents, e.g. modular
    • 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
    • E04H15/00—Tents or canopies, in general
    • E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
    • E04H15/58—Closures; Awnings; Sunshades
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2409—Hooks, dovetails or other interlocking connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections

Definitions

  • the present invention relates to the technical sector of modular structures, including tent type or tent, generally used to form shelters.
  • the modular structures concerned generally comprise vertical posts joined together by cross members to form a gantry.
  • two gantries as mentioned above are generally used, which are secured to each other by means of failures. These failures are therefore connected in a solid and removable manner to the gantries so as to form overall a stable modular structure.
  • This modular structure is preferably covered by a fabric, or by metal panels to form a shelter.
  • the purlins used to mount a modular structure comprise at one end a hook member for cooperating with a member arranged on the frames. Said member being able to receive the hook element.
  • the purlins comprise a protruding element adapted to engage in a receiving slot or other arrangement provided on the frames.
  • the gantries are previously mounted and held in a vertical position opposite each other. These gantries are arranged parallel to each other and are spaced a distance equal to the length of the purlins. The breakdowns are then raised by the editor by means of a bar being specified that the height of the porticoes can reach three meters. The assembler thus engages in the first place the hook of the fault in the member receiving the hook arranged on the gantry. Then it engages the other end of the fault in the arrangement provided on the other gantry.
  • Hook fixing decreases the stability of the assembly and requires a lot of precision to cooperate the fasteners with a bar and at arm's length of the editor.
  • the elements being of simple construction, they often break during the mounting operation.
  • This document describes a modular structure for shelter and the like comprising an aluminum support profile provided with housings all around the perimeter in order to fix profiles or intermediate parts.
  • One of the intermediate pieces consist in a receptacle piece which is fixed in one of the housing of the carrier profile and which comprises a housing adapted to receive a cylinder secured to the free end of a failure, said cylinder extending perpendicularly. to the longitudinal axis of the fault protruding from both sides of the latter.
  • This type of solution also has the disadvantage of requiring a high accuracy during assembly to introduce the cylindrical element in the housing of the intermediate piece, said assembly being long tedious because requiring the same way as the hook systems of the prior art an assembly of failures on gantries erected vertically.
  • this modular structure comprises a set of gantries, purlins and devices for attaching faults to said gantries, different from what may exist in the prior art.
  • the set of failures and the attachment devices of said failures are made so that they greatly facilitate the mounting operation of the modular structure and are strong enough to eliminate the risk of breakage during assembly.
  • the object of the present invention is thus to provide a modular structure that overcomes the disadvantages mentioned above by having an advantageous use compared to the solutions proposed by the prior art.
  • a modular structure, of the marquee or tent type comprising at least two gantries each consisting of vertical posts secured by cross members, the gantries being secured to one another by at least one horizontal failure, the tip being provided, at each of its ends, with a male or female part cooperating respectively with a complementary female or male part provided on each gantry;
  • said structure is remarkable in that the male part comprises a cylindrical element (6a) arranged between two elements projecting from the tip and adapted to cooperate with the female part consisting of a profiled piece comprising at least one tube intended to receive the element cylindrical of the failure, and in that, at a first end of the failure, the cylindrical member has an outer diameter substantially equal to the inner diameter of the tube and, at the opposite end of the failure, the cylindrical member has a outer diameter less than the inner diameter of said tube of the female part.
  • the female part comprises a means for guiding the male part to a so-called insertion ramp promoting the introduction of the male part into the female part or vice versa.
  • the male part comprises means for guiding it, with respect to the vertical axis, for insertion into the female part of said guiding means cooperating with the female part.
  • said elements protruding from the fault form the guide means relative to the vertical axis.
  • the two elements protruding from the failure are the two cheeks of a U-shaped member attached to each end of the fault.
  • Said failure comprises at least an upper portion, a lower portion, and two inclined transverse edges, said lower portion being shorter in length than the upper portion so that the transverse edges are inclined from the top to the bottom of the tip and form under the upper part of the failure a recess in which the U-shaped member is arranged in the extension of the lower part without protruding from the upper part.
  • the female part is in the form of a profiled piece comprising at least one tube intended to receive the male part of the purlin and having a longitudinal slot at its upper part, the width of the slot being smaller that the internal diameter of the tube and the outer diameter of the cylindrical element forming the male part so as to achieve the latching of the male part in said tube by elastic deformation of the wall of the tube.
  • Said female part comprises a first branch extending from the proximal edge, with respect to the gantry, of the tube of the female part, and comprising a first inclined part and a second part coming to bear on said frame, the first and second parts of the first branch forming the so-called insertion ramp.
  • Said female part also comprises a second branch extending from the lower part of the tube substantially symmetrically to the first branch with respect to a plane of symmetry passing through the longitudinal axis of said tube, said second branch comprising a first inclined portion and a second part taking support on the portico.
  • the second part of the first and / or second branch, bearing on the gantry includes holes for fixing the female part on the gantry.
  • the female part comprises a third curved branch extending upwards from the distal edge, with respect to the gantry of the tube of the female part, and whose concavity is oriented towards the slot of the tube, said third branch being curved forming the guide means of the male part to the so-called insertion ramp.
  • the radius of curvature of the third curved branch is advantageously greater than the radius of curvature of the inner wall of the tube and increases from its base, at the level of the slot, to its free end, in order to progressively guide the part male to the so-called insertion ramp.
  • the cylindrical element consists of an axis capped by a socket, said sleeve having an internal diameter substantially equal to the outer diameter of the axis and an outer diameter substantially equal to the inner diameter of the tube.
  • the modular structure (1) comprises in a known manner, vertical posts (2), secured to each other by crosspieces (3).
  • the vertical poles assembly (2) and sleepers (3) form a gantry (4).
  • a simplified modular structure (1) generally comprises two gantries (4). These gantries (4) are arranged parallel to one another and are spaced from the length of the purlins (5).
  • the purlins (5) are used to make the frames (4) integral with each other to thereby form the modular structure (1).
  • the modular structure generally comprises as a roof (not shown), a canvas stretched over its roof portion or metal panels.
  • the sleepers (3) are fixed to the vertical posts (2) by conventional fastening systems known to those skilled in the art, such as screws and bolts for example. These fastening systems are not the subject of the invention and it may be envisaged to use any other means performing this same function.
  • a failure (5) is an elongated hollow member comprising lateral edges (5a), transverse edges (5b), a lower portion (5c) and an upper portion (5d).
  • the lower part (5c) being of shorter length than the upper part (5d) so that the transverse edges (5b) are inclined from the upper part (5d) to the lower part (5c) of the purlin (5) and form under the upper part (5d) of the fault (5) a recess.
  • This particular form of tip (5) with beveled edges is particularly suitable for forming the ridge and sill failures of the modular structure (1); the other faults (5) extending between the ridge and sand pit purlins may possibly consist of parallelepipedic faults. Indeed, at the level of faults ridge and sand pit, it is advantageous to limit the space between the end of the tip (5) with the gantry to avoid wear, see even the tear of the fabric forming the roof when powering said web.
  • purlins (5) with beveled edges may be obtained by beveling the free ends of a parallelepipedal failure intended to extend between the ridge and sand pit purlins.
  • the purlins (5) with beveled edges may consist of parallelepipedic faults with free ends of which beveled parts are reported by any suitable means well known to those skilled in the art such as welding beads, rivets, etc. .
  • the purlins (5) are used to secure the gantries (4) to each other. In this way, a failure (5) is provided at each of its ends, a male portion (6) adapted to cooperate with a female portion (7) arranged on the frame (4).
  • the male portion (6) of the tip (5) comprises a cylindrical member (6a) and a U-shaped member (6b).
  • the U-shaped member (6b) is arranged inside the tip (5), in the extension of the lower part (5c) without protruding from the upper part (5d).
  • the U-shaped member (6b) comprises holes (8) on the two branches of the U, the holes (8) being able to come into contact with complementary holes (8a) formed on the lateral edges (5a) of the breakdown (5). These holes (8, 8a) are intended to receive fastening elements such as screws with bolts or rivets, or any other means performing the fastening function of the U-shaped member (6b) on the end of the breakdown (5).
  • the two branches of the U-shaped member (6b) protruding form two cheeks (6c) parallel receiving between them, at their free end, the cylindrical member (6a).
  • the female part (7), receiving the male part (6) is arranged on the gantry (4).
  • the female part (7) is in the form of a profiled piece (9) comprising a tube (10) intended to receive the male part (6) of the tip (5).
  • the tube (10) has for this purpose a longitudinal slot (11) at its upper part. The width of the slot (11) is smaller than the internal diameter of the tube (10).
  • the female part (7) comprises a first branch (12) extending from the proximal edge, with respect to the gantry (4), of the tube (10) of the female part (7), and comprising a first inclined part (12a ) and a second part bearing (12b) on said gantry (4), the first and second parts (12a, 12b) of the first leg (12) forming the so-called insertion ramp (13).
  • the insertion ramp (13) thus formed makes it possible to guide the cylindrical element (6a) until it is snapped into the tube (10) of the female part (7). This also facilitates the mounting operation of such a modular structure (1).
  • the female part (7) comprises a second branch (14) extending from the lower part of the tube (10) substantially symmetrically to the first branch (12) with respect to a plane of symmetry passing through the longitudinal axis of said tube ( 10).
  • This second branch (14) comprises a first inclined portion (14a) and a second portion bearing (14b) on the gantry (4).
  • the second portion (12b, 14b) of the first and / or second limb (12, 14) bearing on the gantry (4) comprises holes for fixing the female part (7) to the gantry (4).
  • Said fixing means used may consist of any means well known to those skilled in the art performing this function, such as screws with bolts or rivets for example.
  • the female part (7) has a third curved branch (15) extending upwards from the distal edge, with respect to the gantry (4), of the tube (10) of the female part (7), and whose concavity is oriented towards the slot (11) of the tube (10).
  • Said third curved limb (15) makes it possible to guide the male part (6) to the so-called insertion ramp (13). This further facilitates the mounting operation of such a modular structure (1).
  • the radius of curvature of the third curved limb (15) is greater than the radius of curvature of the inner wall of the tube (10) and increases from its base, at the slot (11), to its free end.
  • the purlins (5) forming the ridge and sill failures of the modular structure comprise, at a first end, a cylindrical element (6a) consisting of an axis (6d) whose external diameter is substantially equal to the internal diameter of the tube (10) and, at its opposite end, a cylindrical element (6a) consisting of an axis (6c) whose outer diameter is smaller, on the one hand, than the internal diameter of the tube (10) and on the other hand to the width of the slot (11) of the female part (7).
  • the cylindrical element (6a) whose external diameter is substantially equal to the internal diameter of the tube (10) consists of an axis (6c) capped by a sleeve (16) having an internal diameter substantially equal to the outer diameter of the axis (6c) and an outer diameter substantially equal to the inner diameter of the tube (10).
  • the other purlins (5) that is to say the purlins (5) intended to extend between the ridge and aperture purlins, comprise at their two ends cylindrical elements (6a) consisting of axes (6c) whose external diameters are slightly smaller than the width of the slots (11) of the female parts (7).
  • the two male parts (6) of the tip (5) are rapidly engaged in the corresponding female parts (7) of the frames (4).
  • these other failures (5) may comprise at their two ends cylindrical elements (6a) whose external diameters are slightly greater than the width of the slots (11) of the female parts (7) so that the two male parts ( 6) are engaged by snapping into the female parts (7) of the frames (4), without departing from the scope of the invention.
  • the first gantry (4) mounted and equipped with female portions (7) for receiving faults (5) the axes (6d) of the purlins (5) and gills are engaged, said axes (6d) having a diameter outside substantially equal to the inner diameter of the tube (10) of the corresponding female parts, in said tubes (10) of the female parts (7).
  • the connections made by the cooperation of the axes (6d) with the tubes (10) thus allow the rotation of the purlins (5) with respect to the gantry (4) along an axis of rotation perpendicular to the longitudinal axis of the purlin (5) and more precisely with respect to the vertical columns (2) of the first gantry (4).
  • the first gantry (4) is raised and a second gantry (4) equivalent, previously mounted and also equipped with female parts (7), is positioned parallel to and spaced from the first gantry (4). a distance equal to the length of a fault (5).
  • the fitter then uses a bar (not shown) for lifting one by one the free ends of the purlins (5) fixed to the first gantry (4) in order to engage these ends and more precisely the axes (6c) in the tubes (10). ) female portions (7) arranged on the second gantry (4), said axes (6c) having a diameter slightly less than the width of the slots (11) of the female parts (7).
  • the bar used is any bar and is not the subject of the invention. It will be understood that any other means to lift the fault (5) can be used.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Claims (13)

  1. Modulare Struktur (1) vom Typ Zirkuszelt oder Zelt, umfassend wenigstens zwei Portalrahmen (4), die jeweils aus vertikalen Pfosten (2) gebildet werden, die durch Querträger (3) fest befestigt sind, wobei die Portalrahmen (4) aneinander durch wenigstens eine horizontale Pfette (5) fest miteinander befestigt sind, wobei die Pfette (5) an jedem ihrer Enden mit einem männlichen (6) oder weiblichen (7) Teil versehen ist, die jeweils mit einem weiblichen (7) oder männlichen (6) komplementären (7) Teil zusammenwirken, der auf jedem Portalrahmen (4) vorgesehen ist, wobei der männliche Teil (6) ein zylindrisches Element (6a) umfasst, das zwischen zwei Elementen angeordnet ist, die aus der Pfette (5) hervorstehen (6c) und das geeignet ist, mit dem weiblichen Teil (7) zusammenzuwirken, der aus einem profilierten Teil (9) gebildet wird, der wenigstens eine Röhre (10) umfasst, die geeignet ist, das zylindrische Element (6a) der Pfette (5) aufzunehmen, dadurch gekennzeichnet, dass an einem ersten Ende der Pfette (5) das zylindrische Element (6a, 6e) einen Außendurchmesser aufweist, der deutlich gleich dem Innendurchmesser der Röhre (10) ist und am entgegengesetzten Ende der Pfette (5) das zylindrische Element (6a, 6d) einen Außendurchmesser aufweist, der kleiner ist als der Innendurchmesser der genannten Röhre (10) des weiblichen Teils (7).
  2. Modulare Struktur (1) gemäß Anspruch 1, dadurch gekennzeichnet, dass der weibliche Teil (7) ein Führungsmittel (15) des männlichen Teils (6) bis zu einer so genannten Einführungsrampe (13) umfasst, die das Einführen des männlichen Teils (6) in den weiblichen Teil (7) oder umgekehrt begünstigt.
  3. Modulare Struktur (1) gemäß Anspruch 1 oder 2, dadurch gekennzeichnet, dass der männliche Teil (6) Führungsmittel (6c) desselben im Verhältnis zur vertikalen Achse zum Einführen in den weiblichen Teil (7) umfasst, wobei die genannten Führungsmittel (6c) mit dem weiblichen Teil (7) zusammenwirken.
  4. Modulare Struktur (1) gemäß Anspruch 1 bis 3, dadurch gekennzeichnet, dass die genannten, aus der Pfette (5) hervorstehenden Elemente die Führungsmittel im Verhältnis zur vertikalen Achse bilden.
  5. Modulare Struktur (1) gemäß Anspruch 4, dadurch gekennzeichnet, dass die zwei aus der Pfette (5) hervorstehenden (6c) Elemente die zwei Wangen eines U-förmigen Organs (6b) sind, das an jedem Ende der Pfette (5) befestigt ist.
  6. Modulare Struktur (1) gemäß Anspruch 5, dadurch gekennzeichnet, dass die Pfette (5) wenigstens einen oberen Teil (5d), einen unteren Teil (5c) und zwei geneigte transversale Ränder (5b) umfasst, wobei der genannte untere Teil (5c) derart eine kürzere Länge hat als der genannte obere Teil (5d), dass die transversalen Ränder (5b) ab dem oberen Teil (5d) zum unteren Teil (5c) der Pfette (5) geneigt sind und unter dem oberen Teil (5d) der Pfette (5) eine Ausnehmung bilden, in der das U-förmige Organ (6b) in der Verlängerung des unteren Teils (5c) angeordnet ist, ohne aus dem oberen Teil (5d) hervorzustehen.
  7. Modulare Struktur (1) gemäß Anspruch 1 bis 6, dadurch gekennzeichnet, dass der weibliche Teil (7) sich in Form eines profilierten Teils (9) darstellt, der wenigstens eine Röhre (10) umfasst, die zur Aufnahme des männlichen Teils (6) der Pfette (5) bestimmt ist und einen länglichen Schlitz (11) an ihrem oberen Teil aufweist, wobei die Breite des Schlitzes kleiner ist als der Innendurchmesser der Röhre (10) und des Außendurchmessers des zylindrischen Elements (6a), das den männlichen Teil (6) derart bildet, dass das Einrasten des männlichen Teils (6) in die genannte Röhre (10) per elastischer Verformung der Wand der Röhre (10) realisiert wird.
  8. Modulare Struktur (1) gemäß Anspruch 7, dadurch gekennzeichnet, dass der weibliche Teil (7) einen ersten Zweig (12) umfasst, der sich im Verhältnis zum Portalrahmen (4) von dem proximalen Rand der Röhre (10) des weiblichen Teils (7) erstreckt und einen ersten geneigten Teil (12a) und einen zweiten Teil umfasst, der sich auf den genannten Portalrahmen (4) aufstützt (12b), wobei die ersten und zweiten Teile des ersten Zweiges (12) die so genannten Einführungsrampe (13) bilden.
  9. Modulare Struktur (1) gemäß Anspruch 8, dadurch gekennzeichnet, dass der weibliche Teil (7) einen zweiten Zweig (14) umfasst, der sich von dem unteren Teil der Röhre (10) deutlich symmetrisch zum ersten Zweig (12) im Verhältnis zu einer Symmetrieebene erstreckt, die durch die Längsachse der genannten Röhre (10) durchtritt, wobei der genannte zweite Zweig (14) einen ersten geneigten Teil (14a) und einen zweiten Teil umfasst, der sich auf dem Portalrahmen (4) aufstützt (14b).
  10. Modulare Struktur (12) gemäß Anspruch 8 oder 9, dadurch gekennzeichnet, dass der zweite Teil (12b, 14b) des ersten und / oder des zweiten Zweiges (12, 14), der sich auf den Portalrahmen (4) aufstützt, Löcher für die Befestigung des weiblichen Teils (7) auf dem Portalrahmen (4) umfasst.
  11. Modulare Struktur (1) gemäß Anspruch 7 bis 10, dadurch gekennzeichnet, dass der weibliche Teil (7) einen dritten gekrümmten Schlitz (15) hat, der sich im Verhältnis zum Portalrahmen (4) von der Röhre (10) des weiblichen Teils (7) vom distalen Rand nach oben erstreckt und dessen Konkavität zum Schlitz (11) der Röhre (10) ausgerichtet ist, wobei der dritte gekrümmte Zweig (15) das Führungsmittel des männlichen Teils (6) bis zur so genannten Einführungsrampe (13) bildet.
  12. Modulare Struktur (1) gemäß Anspruch 11, dadurch gekennzeichnet, dass der Krümmungsradius des dritten gekrümmten Zweigs (15) größer ist als der Krümmungsradius der Innenwand der Röhre (10) und von seiner Basis auf der Höhe des Schlitzes (11) bis zu seinem freien Ende anwächst.
  13. Modulare Struktur (1) gemäß Anspruch 1 bis 12, dadurch gekennzeichnet, dass das zylindrische Element (6a) aus einer Achse (6d) gebildet wird, die durch eine Hülse (16) überdeckt wird, wobei die genannte Hülse (16) einen Innendurchmesser aufweist, der deutlich gleich dem Außendurchmesser der Achse (6d) ist, und einen Außendurchmesser, der deutlich gleich dem Innendurchmesser der Röhre (10) ist.
EP12175053.3A 2011-07-18 2012-07-05 Modulare Struktur vom Typ Zirkuszelt oder Zelt Active EP2549033B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1156498A FR2978183B1 (fr) 2011-07-18 2011-07-18 Structure modulaire du type chapiteau ou tente

Publications (2)

Publication Number Publication Date
EP2549033A1 EP2549033A1 (de) 2013-01-23
EP2549033B1 true EP2549033B1 (de) 2013-12-04

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FR (1) FR2978183B1 (de)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2439607A1 (fr) * 1978-10-24 1980-05-23 Kyburz Hans Charpente porteuse par elements pour la realisation de petites constructions telles que maisons, cabanes et tentes pour le jeu
FR2652113B1 (fr) * 1989-09-18 1991-11-29 Mitjavila Raymond Structure modulable pour abri et similaires. avec systeme recuperateur d'eau de condensation et toit escamotable.
FR2652852A1 (fr) * 1989-10-06 1991-04-12 Martin Ghislaine Construction avec couverture faisant office d'abris a partir d'elements modulaires demontables.

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EP2549033A1 (de) 2013-01-23
FR2978183A1 (fr) 2013-01-25
FR2978183B1 (fr) 2013-07-05

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