EP1218608B1 - Traggerüst zum schutz einer bühnenkonstruktion - Google Patents

Traggerüst zum schutz einer bühnenkonstruktion Download PDF

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Publication number
EP1218608B1
EP1218608B1 EP00964490A EP00964490A EP1218608B1 EP 1218608 B1 EP1218608 B1 EP 1218608B1 EP 00964490 A EP00964490 A EP 00964490A EP 00964490 A EP00964490 A EP 00964490A EP 1218608 B1 EP1218608 B1 EP 1218608B1
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EP
European Patent Office
Prior art keywords
girders
arch
kit
constituted
pair
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Expired - Lifetime
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EP00964490A
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English (en)
French (fr)
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EP1218608A1 (de
Inventor
George Andrew Wemyss
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Star Events Group Ltd
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STAR EVENTS GROUP Ltd
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Publication of EP1218608A1 publication Critical patent/EP1218608A1/de
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    • 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
    • E04H15/34—Supporting means, e.g. frames
    • E04H15/36—Supporting means, e.g. frames arch-shaped type
    • 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

Definitions

  • This invention relates to a building structure framework for supporting a sheet material covering, and to a building structure constructed in this manner.
  • stages for such structures come in five standard sizes having usable widths of 15m, 18m, 21m, 25m and 29m.
  • stages are provided with open-ended building structures. Because of the relatively large number of stage widths, and also because the stages can have differing depths, this entails the provision of a large number of building structures, many of which need to be specially made for a given event.
  • the present invention provides a kit of parts for constructing any one of a plurality of building structure frameworks for supporting a sheet material covering, each framework comprising a main structure having a generally rectangular floor plan and being constituted by a plurality of generally parallel arches which extend at right angles to an axis of symmetry of the floor plan, wherein each arch is constituted by a plurality of interconnected, generally straight girders, the girders of each pair of adjacent girders being angled relative to one another, and wherein the kit of parts includes a plurality of identical leg girders, a plurality of identical main girders, and a plurality of secondary girders, the secondary girders each having any one of a number of predetermined lengths, the kit of parts being such that each arch of every one of the frameworks includes at least a pair of leg girders for supporting that arch on a horizontal surface and at least four main girders, and such that the arches of at least one framework include additionally two secondary girders
  • the framework further comprises an end section constituted by an arch and a plurality of arch sections, the arch of the end structure being positioned generally parallel, and adjacent to, an arch of the main structure, and each of the arch sections being identical to one half of an arch.
  • the framework may further comprise an overhanging section at the other end of the main structure, the overhanging section being constituted by a single arch having a pair of leg girders and at least four main girders interconnected together, the two main girders adjacent to the leg girders being angled away from the main structure so that the top of said arch is spaced away from the top of the adjacent arch of the main structure by a distance which is greater than that separating the leg girders of those two arches.
  • each of the arches is constituted by a pair of leg girders and ten identical main girders, and the end section has an arch and seven arch sections,
  • each of the arches is constituted by a pair of leg girders, four identical main girders, and two secondary girders, the two secondary girders having a first predetermined length, and the end section has an arch and three arch sections.
  • each of the arches is constituted by a pair of leg girders, four identical main girders and two secondary girders, each secondary girder having a second predetermined length, and the end section has an arch and four arch sections.
  • each of the arches is constituted by a pair of leg girders, six identical main girders, and two secondary girders, each of the secondary girders having a third predetermined length, and the end structure section has an arch and four arch sections.
  • each of the arches is constituted by a pair of leg girders, eight identical main girders, and two secondary girders, each of the secondary girders having a fourth predetermined length, and the end section has an arch and five arch sections.
  • each of the girders is a compound braced girder, that is to say a girder constituted by inner and outer parallel booms braced together by a series of cross-pieces lying at angles of substantially 45° to the booms.
  • the booms may be aluminium tubes of generally rectangular cross-section.
  • adjacent girders are connected together by means of respective knuckle joints associated with the ends of the two booms of each of said girders.
  • the invention also provides a building structure constituted by a building structure framework and a sheet material covering, the building structure framework being constructed from a kit of parts as defined above.
  • each pair of adjacent arches is provided with a strip of sheet material, the edge portions of each strip being connectable to the girders of said arches.
  • the girders of the arches may be adapted to receive the edge portions of the strips in a slidable manner.
  • each pair of adjacent arch sections is provided with a strip of sheet material, the girders of the arch sections being adapted to receive the edge portions of the strips in a slidable manner.
  • each arch or arch section are provided with a single, continuous anchor section formed with grooves for receiving the edges of said strips.
  • each of the outer booms is provided with a pair of outwardly-extending flanges, the flanges of the outer booms of a given arch or arch section being adapted to receive the anchor section associated with that arch or arch section.
  • the invention further provides a method for constructing, from a kit of parts, any one of a plurality of building structure frameworks for supporting a sheet material covering, each framework comprising a main structure having a generally rectangular floor plan and being constituted by a plurality of generally parallel arches which extend at right angles to an axis of symmetry of the floor plan, wherein each arch is constituted by a plurality of interconnected, generally straight girders, the girders of each pair of adjacent girders being angled relative to one another, and wherein the kit of parts includes a plurality of identical leg girders, a plurality of identical main girders, and a plurality of secondary girders, the secondary girders each having any one of a number of predetermined lengths, the method comprising the steps of constructing each arch of any one of the frameworks to include at least a pair of leg girders for supporting that arch on a horizontal surface and at least four main girders, connecting the girders of each arch together
  • Figures I to 3 show a stage S 1 and a first form of building structure which is constituted by a framework covered by sheet material.
  • the stage S 1 is the smallest of the five standard stage sizes, that is to say it has a usable width of 15m.
  • the framework has a main body section A, a domed rear end section B and an overhanging front section C.
  • the main section A is constituted by three arches 1
  • the domed end section B is constituted by an arch 1 and three arch sections 2
  • the overhanging end section C is constituted by an arch 3.
  • Each of the arches 1 has a span of 15m, and is constituted by a pair of leg girders 4, four main girders 5 and two secondary girders 6.
  • the secondary girders 6 are symmetrically positioned, and each is situated between a respective pair of main girders 5.
  • Each of the girders 4, 5 and 6 is a compound-brace girder, that is say it has a front boom 7 and a rear boom 8 braced together by means of braces 8a which criss-cross the two booms at angles of 45°.
  • the booms 7 and 8 and the braces 8a are aluminium tubes.
  • the booms 7 and 8 each have a generally rectangular cross-section as shown.
  • the girders 5 all have a length of 3.27 metres, the girders 6 have a length of 2.034 metres, and the girders 4 have a height of 3.650 metres.
  • the booms 7 of each pair of adjacent girders are connected together by means of a respective knuckle joint (see Figure 6).
  • the booms 8 of each pair of adjacent are connected together by means of a respective knuckle joint of this type.
  • two adjacent booms 7 are connected together by a knuckle joint constituted by aluminium knuckle castings 7a and 7b.
  • the knuckle casting 7a is constituted by a pair of D-shaped parallel knuckles which interdigitate with a pair of D-shaped parallel knuckles of the knuckle casting 7b.
  • a pin 7c which passes though aligned apertures in the knuckles, completes the knuckle joint, so that the booms 7 can pivot relative to one another.
  • the domed end section B is constituted by three arch sections 2, each of which is identical to one half of an arch 1, that is to say it is constituted by a leg girder 4, a pair of main girders 5 and a secondary girder 6, the secondary girder being positioned between the two main girders.
  • the arch 3 of the front section C is identical to each of the arches 1, except that the main girders 5 adjacent to the leg girders 4 are angled forwardly by 25°, best shown in Figure 2.
  • each boom 7 is provided with an anchor section 9 which is a sliding fit within a pair of outwardly-extending flanges 10 formed on the outside surface of the boom.
  • the anchor section 9 defines a pair of grooves 11 having access openings which face in opposite directions.
  • the booms 7 and 8 are formed on their inside surfaces with respective pairs of outwardly-extending flanges 10 to receive the ends of the braces 8a.
  • Each pair of adjacent arches 1 of the main body section A is provided with a strip of polyvinyl chloride coated woven fabric 12.
  • strips 13 of this material are provided at the ends B and C of the structure between adjacent arch members, and a strip 14 is provided between the rear arch 1 of the main body section A and the arch 1 of the domed end section B.
  • Each strip 12 to 14 is provided, at each lateral edge thereof, with beading 15 which can be slid into the grooves 11 of the anchor sections 9 (see Figure 5).
  • the strips 12 to 14 can be slid into position, so as to cover the entire area between respective arches 1 or arch members.
  • each strip has a width which is slightly less than the width between the corresponding arches or arch members. Also, the ends of each strip 12 to 14 are connected to the corresponding arches 1 or arch members so as to be under tension longitudinally.
  • the provision of the anchor sections 9 assists with the standardisation of the structure, in that the booms 7 and 8 are all of the same cross-section.
  • the strips 12 to 14 can be fixed to the arches and arch sections without having to provide special boom sections to receive the beadings 15.
  • the booms 7 of each arch or arch section with a single, continuous anchor section 9, any water that enters its grooves 11, runs down the grooves to the ground, and so cannot gain access to the interior via the joints between the girders.
  • Figure 7a shows a stage S2 and a second form of building structure.
  • the stage S2 is the second smallest of the five standard stage sizes, that is say it has a usable width of 18m.
  • the building structure is similar to that of Figures 1 to 5, in that it has a main body section A, a domed rear end section B and an overhanging front section C.
  • the main section A is constituted by three arches 21,
  • the domed end section B is constituted by an arch 21 and four arch sections 22, and the overhanging end section C is constituted by an arch 23.
  • Each of the arches 21 has a span of 18m, and is constituted by a pair of leg girders 4, four main girders 5 and two secondary girders 26.
  • the secondary girders 26 are symmetrically positioned, and each is situated between a respective pair of main girders 5. As with the first form of building structure, each of the girders 4, 5 and 26 is a compound-braced girder.
  • the girders 5 all have a length of 3.27m, and the girders 4 have a height of 3.650m.
  • Each of the arch sections 22 of the domed end section B is identical to one half of an arch 21.
  • the arch 23 of the front section C is identical to each of the arches 21, except that the main girders 5 adjacent to the leg girders 4 are angled forward by 25°.
  • the building structure shown in Figure 7b has a span of 21m, and is intended for use with a stage S3 which is the third smallest of the five standard stage sizes, that is to say it has a usable width of 21m.
  • This structure is similar to the first form of structure, but each of its arches 31 is constituted by a pair of leg girders 4, six main girders 5 and two secondary girders 36.
  • the leg girders 4 and the main girders 5 are identical to those of the earlier embodiments.
  • the girders 26 are symmetrically positioned, and are fixed to the main girders 5 which are fixed to the leg girders 4.
  • the domed end section B of this building structure has an arch 31 and four arch sections 32, each of which is identical to one half of an arch 31.
  • the building structure shown in Figure 7c has a span of 24m, and is intended for use with a stage S4 which is the second largest of the five standard stage sizes, that is to say it has a usable width of 24m.
  • This structure is similar to the first form of structure, but each of its arches 41 is constituted by a pair of leg girders 4, eight main girders 5, and two secondary girders 46.
  • the leg girders 4 and the main girders 5 are identical to those of earlier embodiments.
  • the domed end section B has an arch 41 and five arch sections 42, each of which is identical to one half of an arch 41.
  • the building structure in Figure 7d has a span of 29m, and is intended for use with a stage S5 which is the largest of the five standard stage sizes, that is to say it has a usable width of 29m.
  • This structure is similar to the first form of structure, but each of its arches 51 is constituted by a pair of leg girders 4, and ten main girders 5.
  • the leg girders 4 and the main girders 5 are identical to those of earlier embodiments.
  • the domed end section B is constituted by an arch 51 and seven arch sections 52, each of which is identical to one half of an arch 51.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Tents Or Canopies (AREA)
  • Bridges Or Land Bridges (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Greenhouses (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Bipolar Transistors (AREA)
  • Body Structure For Vehicles (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (24)

  1. Bausatz von Teilen zum Aufbau eines beliebigen von mehreren Traggerüsten zum Halten einer Hüllmaterialabdeckung (12, 13), wobei jedes Gerüst einen Hauptaufbau (A) mit einem im wesentlichen rechteckigen Grundriß aufweist, der aus mehreren im allgemeinen parallelen Bögen (1) gebildet wird, die sich in rechten Winkeln zu einer Symmetrieachse des Grundrisses erstrecken, wobei jeder Bogen aus mehreren miteinander verbundenen im allgemeinen geraden Trägern (4, 5, 6) gebildet wird, wobei die Träger jedes aneinander stoßenden Trägerpaars relativ zueinander gewinkelt sind und wobei der Bausatz von Teilen mehrere identische Beinträger (4), mehrere identische Hauptträger (5) und mehrere Nebenträger (6) aufweist, wobei die Nebenträger eine von mehreren vorbestimmten Längen haben, wobei der Bausatz von Teilen derart ist, daß jeder Bogen von jedem der Gerüste mindestens ein Paar Beinträger zum Halten dieses Bogens auf einer horizontalen Oberfläche und mindestens vier Hauptträger aufweist, und derart, daß die Bögen von mindestens einem Gerüst zusätzlich zwei Nebenträger aufweisen, von denen jeder zwischen einem jeweiligen Paar von Hauptträgern angeordnet ist, wobei durch Auswahl von geeigneten Bestandteilen aus dem Bausatz von Teilen Traggerüste mit rechteckigen Grundrissen mit verschiedenen Flächen aufgebaut werden können.
  2. Bausatz nach Anspruch 1, wobei jeder Bogen (1) zwei Nebenträger (6) aufweist, wobei jeder Nebenträger zwischen zwei der Hauptträger (5) dieses Bogens verbunden ist.
  3. Bausatz nach Anspruch 1 oder 2, wobei der Bausatz ein solcher ist, bei dem jedes der Gerüste ferner einen Endabschnitt (B) aufweist, der aus einem Bogen (1) und mehreren Bogenabschnitten (2) gebildet wird, wobei der Bogen des Endaufbaus im allgemeinen parallel und benachbart zu einem Bogen des Hauptaufbaus (A) positioniert ist und jeder der Bogenabschnitte identisch zu einer Hälfte eines Bogens ist.
  4. Bausatz nach Anspruch 3, wobei der Bausatz ein solcher ist, bei dem jedes der Gerüste ferner einen überstehenden Abschnitt (C) an dem anderen Ende des Hauptaufbaus (A) hat, wobei der überstehende Abschnitt durch einen einzigen Bogen (1) mit einem Paar Beinträgern (4) und mindestens vier Hauptträgern (5), die miteinander verbunden sind, besteht, wobei die an die Beinträger angrenzenden zwei Hauptträger von dem Hauptaufbau weg gewinkelt sind, so daß die Oberseite des Bogens von der Oberseite des benachbarten Bogens des Hauptaufbaus um einen Abstand beabstandet ist, der größer als der ist, welcher die Beinträger von diesen zwei Bögen trennt.
  5. Bausatz nach einem der Ansprüche 1 bis 4, wobei jeder der Bögen (1) aus einem Paar Beinträgern (4) und zehn identischen Hauptträgern (5) gebildet wird.
  6. Bausatz nach Anspruch 5, wobei der Endabschnitt einen Bogen (1) und sieben Bogenabschnitte (2) hat.
  7. Bausatz nach einem der Ansprüche 2 bis 4, wobei jeder der Bögen (1) aus einem Paar Beinträgern (4), vier identischen Hauptträgern (5) und zwei Nebenträgern (6) gebildet wird, wobei die zwei Nebenträger eine erste vorbestimmte Länge haben.
  8. Bausatz nach Anspruch 7, wenn dieser sich auf Anspruch 3 bezieht, wobei der Endabschnitt (B) einen Bogen (1) und drei Bogenabschnitte (12) hat.
  9. Bausatz nach einem der Ansprüche 2 bis 4, wobei jeder der Träger (1) aus einem Paar Beinträgern (4), vier identischen Hauptträgern (5) und zwei Nebenträgern (6) gebildet wird, wobei jeder Nebenträger eine zweite vorbestimmte Länge hat.
  10. Bausatz nach Anspruch 9, wenn dieser sich Anspruch 3 bezieht, wobei der Endabschnitt (B) einen Bogen (1) und vier Bogenabschnitte (2) hat.
  11. Bausatz nach einem der Ansprüche 2 bis 4, wobei jeder der Bögen (1) aus einem Paar Beinträgern (4), sechs identischen Hauptträgern (5) und zwei Nebenträgern (6) gebildet wird, wobei jeder der Nebenträger eine dritte vorbestimmte Länge hat.
  12. Bausatz nach Anspruch 11, wenn dieser sich auf Anspruch 3 bezieht, wobei der Endabschnitt (B) einen Bogen (1) und vier Bogenabschnitte (2) hat.
  13. Bausatz nach einem der Ansprüche 2 bis 4, wobei jeder der Bögen (1) aus einem Paar Beinträgern (4), acht identischen Hauptträgern (5) und zwei Nebenträgern (6) gebildet wird, wobei jeder der Nebenträger eine vierte vorbestimmte Länge hat.
  14. Bausatz nach Anspruch 13, wenn dieser sich auf Anspruch 3 bezieht, wobei der Endabschnitt (B) einen Bogen (1) und fünf Bogenabschnitte (2) hat.
  15. Bausatz nach einem der Ansprüche 1 bis 14, wobei jeder der Träger (4, 5, 6) ein zusammengesetzter verstrebter Träger, das heißt ein Träger ist, der aus inneren und äußeren parallelen Auslegern (7, 8) gebildet wird, die durch eine Reihe von Querstücken (8a) miteinander verstrebt sind, welche in Winkeln von im wesentlichen 45° zu den Auslegern liegen.
  16. Bausatz nach Anspruch 15, wobei die Ausleger (7, 8) hohle Aluminiumrohre mit im allgemeinen senkrechtem Querschnitt sind.
  17. Bausatz nach Anspruch 16, wobei aneinander grenzende Träger mittels jeweiliger Gabelgelenke (7a, 7b, 7c), die zu den Enden der zwei Ausleger jedes der genannten Träger gehören, miteinander verbunden sind.
  18. Gebäudeaufbau, der aus einem Trägergerüst und einer Hüllmaterialabdeckung gebildet wird, wobei das Trägergerüst aus einem Bausatz von Teilen nach einem der Ansprüche 1 bis 17 aufgebaut ist.
  19. Gebäudeaufbau nach Anspruch 18, wobei jedes Paar aneinander grenzender Bögen (1) mit einem Band (12) aus Hüllmaterial versehen ist, wobei die Randteile jedes Bands mit den Trägern der Bögen verbindbar sind.
  20. Gebäudeaufbau nach Anspruch 19, wobei die Träger der Bögen (1) geeignet sind, die Randteile der Bänder (19) in gleitender Weise aufzunehmen.
  21. Gebäudeaufbau nach einem der Ansprüche 18 bis 20, wenn diese sich auf Anspruch 3 beziehen, wobei jedes Paar aneinander grenzender Bogenabschnitte (2) mit einem Band (17) aus Hüllmaterial versehen ist, wobei die Träger der Bogenabschnitte geeignet sind, die Randteile der Bänder in gleitender Weise aufzunehmen.
  22. Gebäudeaufbau nach Anspruch 20 oder 21, wenn diese sich auf Anspruch 15 beziehen, wobei die äußeren Ausleger (7) jedes Bogens oder Bogenabschnitts mit einem einzigen zusammenhängenden Verankerungsabschnitt (9) versehen sind, der mit Nuten (11) zum Aufnehmen der Ränder der Bänder ausgebildet ist.
  23. Gebäudeaufbau nach Anspruch 22, wobei jeder der äußeren Ausleger (7) mit einem Paar sich nach außen erstreckender Flansche (10) versehen ist, wobei die Flansche der äußeren Ausleger eines gegebenen Bogens oder Bogenabschnitts geeignet sind, den zu diesem Bogen oder Bogenabschnitt gehörenden Verankerungsabschnitt (9) aufzunehmen.
  24. Verfahren zum Aufbauen eines beliebigen von mehreren Traggerüsten zum Halten einer Hüllmaterialabdeckung (12, 13) aus einem Bausatz von Teilen nach einem der Ansprüche 1 bis 17, wobei jedes Gerüst einen Hauptaufbau (A) mit einem im wesentlichen rechteckigen Grundriß aufweist, der aus mehreren im allgemeinen parallelen Bögen (1) gebildet wird, die sich in rechten Winkeln zu einer Symmetrieachse des Grundrisses erstrecken, wobei jeder Bogen aus mehreren miteinander verbundenen im allgemeinen geraden Trägern (4, 5, 6) gebildet wird, wobei die Träger jedes aneinander stoßenden Trägerpaars relativ zueinander gewinkelt sind und wobei der Bausatz von Teilen mehrere identische Beinträger (4), mehrere identische Hauptträger (5) und mehrere Nebenträger (6) umfaßt, wobei die Nebenträger eine von mehreren vorbestimmten Längen haben, wobei das Verfahren die folgenden Schritte aufweist: Aufbauen jedes Bogens von jedem der Gerüste derart, daß dieser mindestens ein Paar Beinträger zum Halten dieses Bogens auf einer horizontalen Oberfläche und mindestens vier Hauptträger umfaßt, Verbinden der Träger jedes Bogens von einem Ende zum anderen, und Positionieren der Bögen parallel zueinander, so daß sie sich in rechten Winkeln zu einer Symmetrieachse des Grundrisses erstrecken, wobei durch Auswahl von geeigneten Bestandteilen aus dem Bausatz von Teilen die Traggerüste mit rechteckigen Grundrissen mit verschiedenen Flächen aufgebaut werden können.
EP00964490A 1999-10-08 2000-10-04 Traggerüst zum schutz einer bühnenkonstruktion Expired - Lifetime EP1218608B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
GB9923913 1999-10-08
GBGB9923913.9A GB9923913D0 (en) 1999-10-08 1999-10-08 Building structure framework
PCT/GB2000/003794 WO2001027416A1 (en) 1999-10-08 2000-10-04 Building structure framework for protecting stage structure

Publications (2)

Publication Number Publication Date
EP1218608A1 EP1218608A1 (de) 2002-07-03
EP1218608B1 true EP1218608B1 (de) 2005-07-27

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EP (1) EP1218608B1 (de)
AT (1) ATE300645T1 (de)
AU (1) AU7542100A (de)
DE (1) DE60021591T2 (de)
ES (1) ES2246890T3 (de)
GB (1) GB9923913D0 (de)
WO (1) WO2001027416A1 (de)

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GB0006391D0 (en) 2000-03-16 2000-05-03 Orbit Uk Services Ltd Connection means
ES2539846B2 (es) 2013-08-07 2015-12-22 Javier FUENTES RAMIREZ Autobus adaptado para la representación de obras de teatro en ruta
RU2542060C1 (ru) * 2013-09-30 2015-02-20 Общество с ограниченной ответственностью "Алтай-Тент" Способ сборки каркаса стальной тентовой конструкции
DE102015121446A1 (de) * 2015-12-09 2017-06-14 Alfix Gmbh Fachwerkdachbinder mit Eckteil und eine diesen verwendende Dachanordnung
RU175784U1 (ru) * 2017-02-03 2017-12-19 Российская Федерация, от имени которой выступает Государственная корпорация по атомной энергии "Росатом" (Госкорпорация "Росатом") Устройство для локализации продуктов взрыва

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US2225972A (en) * 1940-07-02 1940-12-24 Gen Motors Corp Exposition tent
US4136408A (en) * 1976-11-24 1979-01-30 Dahlbeck Edwin L Lightweight removable cover for a pool, greenhouse or the like
US5333425A (en) * 1993-01-07 1994-08-02 Rubb, Inc. Tension membrane structure wrinkle elimination

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DE60021591D1 (de) 2005-09-01
WO2001027416A1 (en) 2001-04-19
EP1218608A1 (de) 2002-07-03
ES2246890T3 (es) 2006-03-01
DE60021591T2 (de) 2006-05-24
ATE300645T1 (de) 2005-08-15
GB9923913D0 (en) 1999-12-08
AU7542100A (en) 2001-04-23

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