WO1985003097A1 - Toiture en voute autoportante - Google Patents

Toiture en voute autoportante Download PDF

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Publication number
WO1985003097A1
WO1985003097A1 PCT/CH1985/000002 CH8500002W WO8503097A1 WO 1985003097 A1 WO1985003097 A1 WO 1985003097A1 CH 8500002 W CH8500002 W CH 8500002W WO 8503097 A1 WO8503097 A1 WO 8503097A1
Authority
WO
WIPO (PCT)
Prior art keywords
components
roof according
roof
ring sectors
differ
Prior art date
Application number
PCT/CH1985/000002
Other languages
German (de)
English (en)
Inventor
Kurt Ehrenberg
Original Assignee
Eka-Tecnica Sa
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Eka-Tecnica Sa filed Critical Eka-Tecnica Sa
Priority to DE8585900032T priority Critical patent/DE3568814D1/de
Publication of WO1985003097A1 publication Critical patent/WO1985003097A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/08—Vaulted roofs
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B2001/327—Arched structures; Vaulted structures; Folded structures comprised of a number of panels or blocs connected together forming a self-supporting structure
    • E04B2001/3276—Panel connection details

Definitions

  • the invention relates to a self-supporting, arched roof made of rows of curved, arched components that are stiffened by ring sectors, each of which lies in a plane perpendicular to the axis of curvature of the components.
  • the object of the present invention is to design this in a self-supporting, arched roof of the type described at the outset in such a way that the entire roof has great resistance to deformation without scaffolding and reinforcing ribs.
  • the individual components of the roof should be easy to assemble and form a stable, yet easy to disassemble unit.
  • the two types of components differ in diameter.
  • they are on the same Side existing longitudinal edges of the components in the longitudinal rail receptacle, which are alternately fastened in sections to the inner or outer side of a common support which extends along the entire roof and along a component with a small diameter outside it and along one with a diameter large component is guided within this.
  • two components of different types are arranged at their mutually facing ends in an overlapping manner.
  • FIG. 3 shows a roof structure formed from structural elements in a diagrammatic representation
  • FIG. 4 shows a detail of FIG. 3 in cross section?
  • FIG. 6 shows a variant of FIG. 5
  • Fig. 8 shows a variant to figure 9 and 10 - details of the designs from the
  • FIG. 11 shows a further variant in a diagrammatic representation.
  • the proposed roof construction with a curved roof surface consists of at least one arched component.
  • a component can be formed from simple plexiglass or from multi-wall sheets, preferably from plastic or other materials, as is shown in FIG. 1.
  • Such a component is structurally unstable and has only insufficient resistance to lateral displacement, as is shown by dash-dotted lines.
  • at least one end face of the component 2 is reinforced by ring sectors 7 which lie in a plane perpendicular to the axis of curvature 8 of the component 2.
  • the ring sectors 7 are connected to the component 2 by screws, as will be described later.
  • FIG. 3 Generally, several components are combined to form a roof structure, as can be seen from FIG. 3.
  • Two types of components are used which differ from one another only in profile.
  • the simplest execution of such a roof construction consists of components 3 and 4, which differ in diameter.
  • the components 3 have a smaller diameter than the components 4.
  • these components are arranged one behind the other, the longitudinal edges of the components being accommodated in rails 5.
  • the rails 5 are as long as that Length of the individual components 3 and 4 and are alternately arranged on the inside or on the outside of a common U-shaped carrier 6.
  • This carrier 6 is as long as the total length of the roof structure formed from the components 3 and 4 and is guided on the outside of the small components and along the inside of the large component 4, as can be clearly seen from FIG.
  • the arrangement of the small and large components is such that they overlap at their mutually facing ends.
  • the adjacent components 3 and 4 are connected to one another by ring sectors 7, which lie in planes perpendicular to the common axis of curvature 8 of components 3 and 4.
  • the ring sectors 7- fill the area left free by the contour differences of the small and large round elements.
  • the connection of the ring sectors 7 can be seen from FIG. 4. These engage with one another with their front edges, it being possible to provide a dovetail-shaped or a groove-shaped connection.
  • the two connections are designated by 9 and 10 in FIG.
  • the sectors 7 are connected to the assigned components 3 and 4.
  • the connections can be designed differently.
  • the sector 7 shown is widened along its two parallel edges, so that webs 11 are formed, on which the components 3 and 4 rest and are fastened by means of screws 12.
  • FIG. 6 Execution of a sector is shown in FIG. 6.
  • the components 3 and 4 are not arranged to overlap, but end in a common vertical plane.
  • the screws 14 extend coaxially with the components 3 and 4.
  • the sector can also be provided with air slots 21.
  • connection surfaces of the connection between the sectors and components are secured by labyrinth seals.
  • Such seals can be seen in FIGS. 5 and 6, in which the labyrinth-like lips are designated by 13.
  • the finished roof structure is closed at the beginning and at the end by a film with a zipper or with a solid wall, which can have a door.
  • the relevant training can be seen from Figures 7 to 10.
  • a closure film is denoted by 15 in FIG. 7, which is divided by a zipper 16.
  • 17 denotes a fixed wall with door 18.
  • the fastening of the film 15 in the associated sectors 19 can be seen in FIG. 9.
  • This sector 1 has a widened web 22, a round groove 23 being embedded in the middle of the web. A thickened bead 24 of the film 15 is received in this.
  • a wall 17 is provided instead of the film 15, which is received with its edge in the groove 23 mentioned.
  • components 3 and 4 are in no way limited to the embodiment shown. It is essential that these are arched and have two types, which differ from each other in profile. This is to say that the axial projections of the two types of components on a plane perpendicular to the axis are not congruent. The projections therefore differ from one another, so that ring sectors can be inserted between the different types of components. These sectors form a self-supporting and stable construction which has considerable advantages of a roof construction which is created by means of a rigid frame.
  • a further development can consist in the fact that all or individual components are formed in two or more parts.
  • a perspective view of a multi-part component can be seen in FIG.
  • the component 25 consists of individual longitudinal the curved parts 26, which are connected to one another by elongated connecting members 27.
  • These connecting members 27 are equipped with symmetrical guides 28 which are arranged on both sides with respect to a central plane and in which the facing edge regions of the parts 26 are accommodated.
  • the connecting member 27 can be provided with a rain protection roof 29.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

Cette toiture en voûte autoportante se compose d'éléments en formce de voûte (3, 4) renforcés par des secteurs d'anneaux (7) enfilés les uns dans les autres. Il existe deux types d'éléments (3, 4) différents dans leur forme disposés alternativement. La liaison est réalisée par des secteurs d'anneaux (7) fermant l'espace dû à la différence de forme.
PCT/CH1985/000002 1984-01-13 1985-01-11 Toiture en voute autoportante WO1985003097A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE8585900032T DE3568814D1 (en) 1984-01-13 1985-01-11 Self-carrying vault roof

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA97/84 1984-01-13
AT0009784A AT381130B (de) 1984-01-13 1984-01-13 Selbsttragendes, gewoelbtes dach

Publications (1)

Publication Number Publication Date
WO1985003097A1 true WO1985003097A1 (fr) 1985-07-18

Family

ID=3481427

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CH1985/000002 WO1985003097A1 (fr) 1984-01-13 1985-01-11 Toiture en voute autoportante

Country Status (5)

Country Link
EP (1) EP0167549B1 (fr)
AT (1) AT381130B (fr)
DE (1) DE3568814D1 (fr)
IT (1) IT1199638B (fr)
WO (1) WO1985003097A1 (fr)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH438652A (de) * 1966-05-26 1967-06-30 Ed Zueblin & Cie Ag Flächentragwerk und Verfahren zu seiner Herstellung
NL6706913A (fr) * 1967-05-18 1968-11-19
FR2265925A1 (en) * 1974-03-25 1975-10-24 Ceres Arched structure for airfield or farms halls - has semi-rigid panels clamped against tubular frame by external tensioning cables
DE2365729A1 (de) * 1972-02-14 1976-05-20 Knudson Gary Art Selbsttragendes bauwerk und verfahren zu seiner herstellung

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH438652A (de) * 1966-05-26 1967-06-30 Ed Zueblin & Cie Ag Flächentragwerk und Verfahren zu seiner Herstellung
NL6706913A (fr) * 1967-05-18 1968-11-19
DE2365729A1 (de) * 1972-02-14 1976-05-20 Knudson Gary Art Selbsttragendes bauwerk und verfahren zu seiner herstellung
FR2265925A1 (en) * 1974-03-25 1975-10-24 Ceres Arched structure for airfield or farms halls - has semi-rigid panels clamped against tubular frame by external tensioning cables

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
Soviet Inventions Illustrated, Derwent Publications Ltd. Section Mechanical Week 84/04, 07 March 1984; see Abstract 84-023078/04 & SU,A,347275 (Kazan Eng. Cons. Inst) 23 March 1983 *
Soviet Inventions Illustrated, Derwent Publications Ltd. Section Mechanical Week 84/08, 04 Apil 1984, see Abstract 84-048078/08 & SU,A,361571 (Kazan Eng. Cons. Inst) 23 April 1983 *

Also Published As

Publication number Publication date
IT8519105A1 (it) 1986-07-14
DE3568814D1 (en) 1989-04-20
IT1199638B (it) 1988-12-30
IT8519105A0 (it) 1985-01-14
EP0167549A1 (fr) 1986-01-15
ATA9784A (de) 1986-01-15
AT381130B (de) 1986-08-25
EP0167549B1 (fr) 1989-03-15

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