FR2599068A1 - Metal structure supporting a "PVC" coated polyester sheet to be used as a mobile shelter for any type of location. - Google Patents

Metal structure supporting a "PVC" coated polyester sheet to be used as a mobile shelter for any type of location. Download PDF

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Publication number
FR2599068A1
FR2599068A1 FR8607463A FR8607463A FR2599068A1 FR 2599068 A1 FR2599068 A1 FR 2599068A1 FR 8607463 A FR8607463 A FR 8607463A FR 8607463 A FR8607463 A FR 8607463A FR 2599068 A1 FR2599068 A1 FR 2599068A1
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Prior art keywords
structure according
modules
arch
lifting
roof
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Pending
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FR8607463A
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French (fr)
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BENHAIM DIDIER
MARTY STEPHEN
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BENHAIM DIDIER
MARTY STEPHEN
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Application filed by BENHAIM DIDIER, MARTY STEPHEN filed Critical BENHAIM DIDIER
Priority to FR8607463A priority Critical patent/FR2599068A1/en
Publication of FR2599068A1 publication Critical patent/FR2599068A1/en
Pending legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • 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
    • 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
    • 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
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • 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
    • E04B2001/2493—Structures with a vaulted roof

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Tents Or Canopies (AREA)

Abstract

The invention relates to a metal structure supporting a "PVC" sheet for use as a mobile shelter for any type of location. It consists of rectangular 1 and triangular 2 modules formed of standard elements : a straight beam 3 and an arched beam 4 of identical triangular cross-section. Its design enables it to take various shapes, such as a triangle, trapezium, hexagon, rectangle and the like, and makes it into a shelter of variable surface area, depending on the number and form of the modules selected. The straight beam is used simultaneously as a wall plate 5, raising column 6, cantilevered system 7 and flying-buttress raiser 12; the arched beam is used as a flying buttress, roof arch and element of the dome which surmounts the structure using triangular modules. Each roof arch receives ties 9 which form a gangway 10 and thus provide a continuous walking surface at 10 metres off the ground. The whole structure is formed of steel or aluminium tubes, which allows the fastening of any technical element. This structure is particularly recommended for shows, sports, exhibitions and festivals.

Description

La présente invention concerne une structure métallique porteuse d'une toile polyester enduite "PVC" servant d'abris mobiles pour toutes formes de manifestations. The present invention relates to a metal structure carrying a polyester fabric coated "PVC" serving as mobile shelters for all forms of events.

Il existe actuellement quatre types de structures dites mobiles : le chapiteau, la bulle gonflable, le stadium, le Zenith. Ces dispositifs ont une forme définie à la construction, ils ne disposent d'aucun aménagement technique, sauf pour le Zénith, permettant l'équipement en salle de spectacle, l'accoustique y est mauvaise, ils ne permettent pas l'utilisation en théâtre à l'italienne. There are currently four types of so-called mobile structures: the marquee, the inflatable bubble, the stadium, the Zenith. These devices have a defined form during construction, they have no technical layout, except for the Zenith, allowing equipment in the performance hall, the acoustics are poor, they do not allow use in theaters. Italian.

Le Zénith est démontable mais difficilement transportable.The Zenith is removable but difficult to transport.

La structure se compose d'éléments standards : une poutre droite de section triangulaire (3 fig, 8) et une poutre cintrée de section triangulaire (4 fig. 8). A l'aide de ces poutres on forme deux types de modules : le triangle (1 fig. 5) et le rectangle (2 fig. 6). The structure consists of standard elements: a straight beam of triangular section (3 fig, 8) and a curved beam of triangular section (4 fig. 8). Using these beams, two types of modules are formed: the triangle (1 fig. 5) and the rectangle (2 fig. 6).

Les poutres sont formées de trois tubes, acier ou aluminium (16 fig.. 12), de section carrée ou ronde à chaque arête du triangle et de tube de meme matière (17 fig. 12) de section plus petite qui relient ces trois tubes entre eux en forme de triangle isocèle (fig. 12). The beams are formed of three tubes, steel or aluminum (16 fig. 12), of square or round section at each edge of the triangle and of tube of the same material (17 fig. 12) of smaller section which connect these three tubes between them in the form of an isosceles triangle (fig. 12).

L'assemblage de plusieurs modules triangles donne différentes formes de salles : petit;.-triangle (1 module), différents trapèzes, hexagone, grand triangle (9 modules). L'assemblage de plusieurs modules rectangles donne différents rectangles. The assembly of several triangle modules gives different forms of rooms: small; .- triangle (1 module), different trapezoids, hexagon, large triangle (9 modules). The assembly of several rectangular modules gives different rectangles.

Un dôme (28) surplombe la structure en son centre dans trois cas de figure l'hexagone, le grand trapèze (8 modules), le grand triangle. Ce dome se compose de six poutres cintrées (3) comme décrites plus haut. Le poteau central de la structure remonte à l'intérieure du dôme et forme ainsi un système cantilever (7) pour le soutien de la nappeccharpente.  A dome (28) overhangs the structure in its center in three cases the hexagon, the large trapezoid (8 modules), the large triangle. This dome consists of six curved beams (3) as described above. The central pole of the structure goes up inside the dome and thus forms a cantilever system (7) for the support of the nappeccharpente.

L'assemblage de quatre modules rectangles et du grand trapèze permet d'obtenir une certaine forme de salle de spectacle, dans laquelle le rectangle sert de scène et le trapèze de partie public (fig. 7 et 8). The assembly of four rectangular modules and the large trapezoid makes it possible to obtain a certain form of performance hall, in which the rectangle serves as a stage and the trapeze as a public part (fig. 7 and 8).

L'ensemble de la nappe-charpente se trouve, dans le cas général quelle que soit la forme choisie, à dix mètres du sol ; pour avoir une cage de scène à l'italienne, dans la salle précédemment décrite, on prolongera les poteauxdes modules rectangles de cinq mètres, ce qui portera la base de la nappe-charpente à la hauteur de quinze mètres. Cette possibilité existe également pour le module triangle et quelle que soit la forme choisie de la structure. The whole of the framework sheet is, in the general case whatever the shape chosen, ten meters from the ground; to have an Italian stage cage, in the room previously described, the posts of the rectangular modules will be extended by five meters, which will bring the base of the frame sheet to the height of fifteen meters. This possibility also exists for the triangle module and whatever the chosen shape of the structure.

La structure est conçue de manière à offrir le maximum de possibilités techniques. Ainsi sa construction tubulaire permet l'accrochage de tout matériel, de tous décors, ou tout autre élément technique.  The structure is designed to offer the maximum of technical possibilities. Thus its tubular construction allows the attachment of any material, any decor, or any other technical element.

La toiture faite de plusieurs arches (2 poutres cintrées (4)) admet des passerelles (10) sur les tirants (9) de chaque archeMpermettant une circulation en continuite à dix mètres du sol (fig.. 9).  The roof made of several arches (2 curved beams (4)) admits walkways (10) on the tie rods (9) of each arch allowing continuous circulation ten meters from the ground (fig. 9).

Quelle que soit la forme choisie, la salle dispose d'arcs-boutants (11) augmentant la surface (volume) utile entre les poteaux élévateurs (6), d'un couloir (23) de six mètres de large autour du volume utile. Une circulation pour le matériel et les véhicules est ainsi créée autour des installations. Cet espace peut aussi servir à des expositions ou autre manifestation sur un spectacle sans empiéter sur la salle. Whatever the form chosen, the room has flying buttresses (11) increasing the useful surface (volume) between the lifting posts (6), a corridor (23) six meters wide around the useful volume. Circulation for equipment and vehicles is thus created around the installations. This space can also be used for exhibitions or other demonstration on a show without encroaching on the room.

Pour la salle de spectacle, telle que décrite plus haut, un gril (19) composé d'éléments triangulés se monte sur les modules rectangles. I1 se présente sous la forme de parallelépipèdes rectangles de 12 mètres sur 2 de 50 centimètres d'épaisseur (fig. 6.7.8.9 et 10). On en place trois par module rectangle (1) à 13 mètres du sol. Si besoin on peut les suspendre individuellement sous les modules triangles. Pour utiliser totalement ce gril, sur 18 mètres de long, et pour créer une circulation supplémentaire (22 fig. 9 et 13), un dispositif (21) est rapporté sur l'extérieur entre l'archeMet l'arc-boutant (11) (fig. 9). For the performance hall, as described above, a grill (19) composed of triangulated elements is mounted on the rectangular modules. It is in the form of rectangular parallelepipeds 12 meters by 2 50 centimeters thick (fig. 6.7.8.9 and 10). Three are placed per rectangle module (1) 13 meters from the ground. If necessary, they can be hung individually under the triangle modules. To fully use this grill, 18 meters long, and to create additional circulation (22 fig. 9 and 13), a device (21) is attached to the outside between the arch and the flying buttress (11) (fig. 9).

Le montage de la structure est facilité par des pièces standards. Tous les raccords se font par un système de grenouillère, une boule-un récepteur de boule-un bloqueur. Ce système ne nécéssite aucun outil ; L'ensemble de la struc a sol (6) (1 uns (11) ture est fixez au niveau de chaque poteau/et de chaque arc-boutantApar une hélice d'environ 40 centimètres de diamètre vissée dans le sol. Des platines (15) sont fixées au bout de chaque hélice, les poteaux (6) et arcs-boutants (11) sont fixés sur ces platines (fig. 8.9 et 10). Les poteaux (6) et arcs-boutants (11) disposent de trois vérins, un à chaque arête du triangle, d'un débattement de 50 centimètres, ce qui permet de rattraper une petite différence de niveau.La structure se monte de préférence sur un sol goudronné et plat ; elle peut néanmoins se monter sur des sols moins solides, ce qui nécessitera un dispositif de renfort au niveau de chaque platine ; pour les grandes différences de niveau (de 1 à 5 mètres), on montera des longueurs de poutre droite (3) supplémentaires l'équilibre se fera au levage. The assembly of the structure is facilitated by standard parts. All connections are made by a sleeper system, a ball-a ball receiver-a blocker. This system does not require any tools; The whole of the struc a sol (6) (1 some (11) ture is fixed at the level of each post / and each flying buttressA by a propeller of about 40 centimeters in diameter screwed in the ground. ) are fixed at the end of each propeller, the posts (6) and flying buttresses (11) are fixed on these plates (fig. 8.9 and 10). The posts (6) and flying buttresses (11) have three cylinders , one at each edge of the triangle, with a clearance of 50 centimeters, which makes it possible to make up for a small difference in level. The structure is preferably mounted on tarmac and flat ground; it can nevertheless be mounted on less solid soils , which will require a reinforcement device at the level of each plate; for large differences in level (from 1 to 5 meters), additional lengths of straight beam (3) will be mounted, the balance will be achieved when lifting.

Les figures 1, 2, 3 et 4 représentent les quatre principales formes obtenues à partir de module triangulaire. Figures 1, 2, 3 and 4 show the four main shapes obtained from the triangular module.

Les figures 5 et 6 représentent les 2 modules obtenus à partir des poutres droites (3) et des poutres cintrées (4). Figures 5 and 6 show the 2 modules obtained from straight beams (3) and curved beams (4).

La figure 7 représente le plan vue d'avion de la salle de spectacle telle que décrite.  FIG. 7 shows the plane view of the performance hall as described.

Les figures 8 et 10 représentent la coupe longitudinale en élévation de cette salle. Figures 8 and 10 show the longitudinal section in elevation of this room.

La figure 9 représente la coupe en élévation de la partie Scène de cette salle. Figure 9 shows the section in elevation of the Scene part of this room.

La figure 11 représente une vue en élévation des passerelles,
La figure 12 représente une coupe d'arche-passerelle. On y voit le plan de section d'une poutre cintrée, c'est la même section pour la poutre droite.FIG. 11 represents an elevation view of the walkways,
Figure 12 shows a cross-section of the bridge arch. We see there the section plane of a curved beam, it is the same section for the right beam.

La figure 13 est un plan vue d'avion des passerelles. Figure 13 is a plane view of the walkways.

La figure 14 est une vue d'artiste de l'intérieur de la salle en spectacle. Figure 14 is an artist's view of the interior of the performance hall.

Sur la figure I on peut voir le petit triangle constitué d'un module unique avec ses arcs-boutants ; il forme déjà une petite salle d'une surface totale de 410 m2. Le trapèze constitué de trois modules (figure 2) est de 950 m2
L'hexagone de 1500 m2 (figure3, le grand triangle (figure 4) 2020 m2. Sur la figure 5 qui représente le module triangle (1) vue de dessus on peut voir le dispositif (26) de maintient d'écartement entre arches (8). La figure 6 représente le module rectangle (2) vue d'avion équipé de ses trois parrallélépipèdes qui forment le gril (19).In Figure I we can see the small triangle consisting of a single module with its flying buttresses; it already forms a small room with a total surface of 410 m2. The trapezoid consisting of three modules (Figure 2) is 950 m2
The 1500 m2 hexagon (Figure 3, the large triangle (Figure 4) 2020 m2. In Figure 5 which represents the triangle module (1) seen from above we can see the device (26) for maintaining the distance between arches ( FIG. 6 represents the rectangle module (2) seen from an airplane equipped with its three parrallelepipeds which form the grill (19).

Sur la figure 7 on voit le couloir (23) formé sous les arcs-boutants (Iî) autour des poteaux élévateurs (6) ainsi que l'ensemble du gril de scène (19) d'une surface totale de 230 m2. In Figure 7 we see the corridor (23) formed under the flying buttresses (Iî) around the lifting poles (6) and the entire stage grill (19) with a total area of 230 m2.

La poutre droite (3) sert à la fois de sablière (5), de poteau élévateur (6), de poutre de système cantilever (7) et de réhausse d'arc-boutant (12).r on-voit ces différentes positions de poutre droite (3) et cintrée (4) sur la figure 8. The straight beam (3) serves at the same time as a sand plate (5), a lifting post (6), a cantilever system beam (7) and a buttress extension (12). We can see these different positions straight beam (3) and curved (4) in Figure 8.

La poutre cintrée sert, elle, d'arc-boutant (11), d'élément du dôme (28) et 2 poutresiassemblées forment une des arches de toiture (8). Des corbeaux (14), support d'arche, d'arc-boutant ou de sablière1 assurent l'assemblage de ces dernièrs sur les caissons (13) coulissants le longt des poteaux élévateurs (6).The curved beam serves, for its part, as an buttress (11), as an element of the dome (28) and 2 assembled beams form one of the roof arches (8). Ravens (14), arch support, flying buttress or sand pit1 ensure the assembly of the latter on the boxes (13) sliding along the lifting posts (6).

Sur cette même figure 8, on voit la coupe du gril (19) ainsi qu'un exemple de gradin (25) et de plateau (24). Les poteaux (6) et arcs-boutants (11) reposent sur des platines (15), voir figures 8, 9 et 10.In this same figure 8, we see the section of the grill (19) as well as an example of tier (25) and tray (24). The posts (6) and flying buttresses (11) rest on plates (15), see Figures 8, 9 and 10.

Le dispositif (21), figure 9, permet de créer la circulation (22) au dessus des poteaux élévateurs (6) et d'utilisé le gril (19) sur 18 m d'ouverture et de 13 m à 18 m de haut selon la hauteur choisie des poteaux (6) de 10 à 15 m. The device (21), Figure 9, creates the circulation (22) above the lifting posts (6) and used the grill (19) over 18 m of opening and 13 m to 18 m high according to the chosen height of the posts (6) from 10 to 15 m.

La coupe en élévation de la figure 10 permet de voir les différentes positions prises par le dispositif de maintient d'écartement (26) entre les arches.  The section in elevation of FIG. 10 makes it possible to see the different positions taken by the spacer maintaining device (26) between the arches.

La coupe détail de l'arche-passerelle figure 12 permet de voir la composition de la poutre cintrée(4) avec ses trois tubes d'arêtes (16)et ses tubes de raccord (17) qui forment le triangle isocèle.La composition est la mème sur la poutre droite(3).Comme on le voit sur la figure ll,le passage d'une passerelle(10) à l'autre n'est pas directement possible;une- petite passerelle indépendante(l8)est aménagée entre chaque passerelle,voir figure 13,pour assurer la continuité de circulation.  The detail section of the archway in Figure 12 shows the composition of the curved beam (4) with its three edge tubes (16) and its connecting tubes (17) which form the isosceles triangle. the same on the right beam (3). As we can see on figure ll, the passage from one footbridge (10) to the other is not directly possible; a small independent footbridge (18) is arranged between each gangway, see figure 13, to ensure continuity of circulation.

Claims (10)

RevendicationsClaims 1) Structure métallique porteuse d'une toile polyester enduite "P.V.C" pour servir d'abris mobile pour toute forme de manifestation caractérisée en ce qu'elle est formée de modules rectangulaires (2) et triangulaires (1). 1) Metallic structure carrying a polyester fabric coated "P.V.C" to serve as mobile shelters for any form of event characterized in that it is formed by rectangular (2) and triangular (1) modules. 2) Structure selon la revendication 1 caractérisée en ce que les modules sont formés à partir de deux éléments standards: une poutre droite de section triangulaire (3) et une poutre cintrée de section triangulaire (4) ; que la poutre droite sert à la fois de sablière (5), de poteau élévateur (6) , de système cantilever (7), de réhausse d'arc-boutant (12) et que la poutre cintrée sert à la fois d'arc-boutant (11), d'arche de toiture (8) et d'élément du dôme (28) surplombant la structure. 2) Structure according to claim 1 characterized in that the modules are formed from two standard elements: a straight beam of triangular section (3) and a curved beam of triangular section (4); that the straight beam serves at the same time as a sandpit (5), a lifting post (6), a cantilever system (7), an extension of the flying buttress (12) and that the curved beam serves at the same time as an arch -butting (11), roof arch (8) and dome element (28) overhanging the structure. 3) Structure selon les revendications 1 et 2 caractérisée en ce que deux poutres cintrées (4) assemblées forment une des arche(8) de toiture. 3) Structure according to claims 1 and 2 characterized in that two curved beams (4) assembled form one of the arch (8) of the roof. 4) Structure selon les revendications 1 et 2 caractérisée en ce que la forme générale de cette structure n'est pas définitive. 4) Structure according to claims 1 and 2 characterized in that the general shape of this structure is not final. 5) Structure selon la revendication 3 caractérisée en ce que chaque arche de toiture (8) admet des tirants d'arche (9) formant passerelle (10). 5) Structure according to claim 3 characterized in that each roof arch (8) admits arch ties (9) forming a bridge (10). 6) Structure selon les revendications 1, 2, 3 et 4 caractérisée en ce qu'un dispositif (21) permet l'utilisation des 18m de longueur du module rectangle (2) sur une hauteur de 13m à 18m selon la hauteur des poteaux élévateurs (6) de 10m à 15m. 6) Structure according to claims 1, 2, 3 and 4 characterized in that a device (21) allows the use of the 18m length of the rectangle module (2) over a height of 13m to 18m depending on the height of the lifting poles (6) from 10m to 15m. 7) Structure selon la revendication 6 caractérisée en ce que le dispositif (21) créé une circulation (passerelle) (22) suplémentaire au dessus des poteaux élévateurs des modules rectangle. 7) Structure according to claim 6 characterized in that the device (21) creates a circulation (walkway) (22) additional above the risers of the rectangle modules. 8) Structure selon toutes les revendications précédentes caractérisée en ce que toute la toiture (nappe-charpente) ainsi que la toile de couverture et tous les éléments techniques peuvent se monter au sol avant le levage de la structure. 8) Structure according to all the preceding claims characterized in that all the roof (sheet-frame) as well as the cover fabric and all the technical elements can be mounted on the ground before the lifting of the structure. 9) Structure selon toutes les revendications précédentes caractérisée en ce que le levage peut se faire en plusieurs fois, partie par partie de structure. 9) Structure according to all the preceding claims characterized in that the lifting can be done in several times, part by part of the structure. 10) Structure selon toutes les revendications précédentes caractérisée en ce que le levage de la structure quelle que soit la forme choisie est compatible avec le treuil ou avec la grue.  10) Structure according to all the preceding claims, characterized in that the lifting of the structure whatever the shape chosen is compatible with the winch or with the crane.
FR8607463A 1986-05-26 1986-05-26 Metal structure supporting a "PVC" coated polyester sheet to be used as a mobile shelter for any type of location. Pending FR2599068A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR8607463A FR2599068A1 (en) 1986-05-26 1986-05-26 Metal structure supporting a "PVC" coated polyester sheet to be used as a mobile shelter for any type of location.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8607463A FR2599068A1 (en) 1986-05-26 1986-05-26 Metal structure supporting a "PVC" coated polyester sheet to be used as a mobile shelter for any type of location.

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29900836U1 (en) 1999-01-20 1999-05-06 Barth, H.-P., 73760 Ostfildern Structure for building structures
EP1030006A1 (en) * 1999-02-16 2000-08-23 Livio Togni A tent for circus and/or travelling entertainments having a self-supporting structure without external anchor means
WO2003018923A1 (en) * 2001-08-23 2003-03-06 Giuseppe Barbone Three-dimensional structural system

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2828756A (en) * 1955-10-21 1958-04-01 Harold Smith J Sectional tent
CH501788A (en) * 1969-01-08 1971-01-15 Geiser Ag Tenta Werke Set of tent sheets
FR2442940A1 (en) * 1978-12-01 1980-06-27 Chaix Philippe Portal frame triangular section lattice work members - supports non-rigid walls and internal fittings whilst forming maintenance walk-way
DE3136915A1 (en) * 1981-09-17 1983-04-07 Bomin-Solar GmbH & Co KG, 7850 Lörrach Lightweight-construction wind-screening jacket
DE3413338A1 (en) * 1984-03-09 1985-09-12 L. Stromeyer & Co Gmbh, 7750 Konstanz Round tent and process for the production thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2828756A (en) * 1955-10-21 1958-04-01 Harold Smith J Sectional tent
CH501788A (en) * 1969-01-08 1971-01-15 Geiser Ag Tenta Werke Set of tent sheets
FR2442940A1 (en) * 1978-12-01 1980-06-27 Chaix Philippe Portal frame triangular section lattice work members - supports non-rigid walls and internal fittings whilst forming maintenance walk-way
DE3136915A1 (en) * 1981-09-17 1983-04-07 Bomin-Solar GmbH & Co KG, 7850 Lörrach Lightweight-construction wind-screening jacket
DE3413338A1 (en) * 1984-03-09 1985-09-12 L. Stromeyer & Co Gmbh, 7750 Konstanz Round tent and process for the production thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29900836U1 (en) 1999-01-20 1999-05-06 Barth, H.-P., 73760 Ostfildern Structure for building structures
EP1030006A1 (en) * 1999-02-16 2000-08-23 Livio Togni A tent for circus and/or travelling entertainments having a self-supporting structure without external anchor means
WO2003018923A1 (en) * 2001-08-23 2003-03-06 Giuseppe Barbone Three-dimensional structural system

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