DE1484015B

DE1484015B - Dismantling and relocatable building in a braced construction

Info

Publication number: DE1484015B
Authority: DE
Inventors: Der Anmelder Ist
Original assignee: Individual
Current assignee: Individual

Description

eingeleitet. Die an den Stielen durch Anhängen außen Bei dem zerleg- und versetzbaren Gebäude sindinitiated. They are attached to the stems by attaching them to the outside of the building that can be dismantled and relocated

gehalterten Wandplatten können keine tragenden die Wandplatten 1 an ihren lotrechten Rändern mitSupported wall panels cannot support the wall panels 1 at their vertical edges

Funktionen übernehmen. Es ist weiter ein zerleg- und Einfassungen 2 hoher Festigkeit und Knicksteifig-Take over functions. It is also a dismantling and edging 2 high strength and buckling-resistant

versetzbares Gebäude mit einem die auftretenden keit versehen und mit Spiel zwischen Stielen 5 gela-Movable building provided with the occurring speed and loaded with play between stems 5

Lasten auf das Fundament übertragenden Metall- 50 gert.Metal 50 gert that transfers loads to the foundation.

skelett bekannt (französische Patentschrift 1169008), An den oberen Enden der Einfassungen 2 greifen bei dem die Stiele des Skeletts durch diagonal zu- an aufgelegten Riegeln 7 Spannelemente 6 an, welche einander verlaufende, einstellbare Zugmittel ver- Wandplatten 1 gegenüber dem Fundament verspanspannt sind. nen.Known skeleton (French patent specification 1169008), grasp at the upper ends of the bezels 2 in which the stems of the skeleton by diagonally attached bars 7 clamping elements 6, which Adjustable traction means running against one another are braced against wall panels 1 with respect to the foundation are. nen.

Der Erfindung liegt die Aufgabe zugrunde, ein zer- 55 Zwischen den übereinander angeordneten Wandleg- und versetzbares Gebäude der eingangs erwähn- platten 1 sind Dichtungsstreifen 14 angeordnet. Zur ten Art so auszubilden, daß die die Wandplatten hai- Abdichtung der Trennspalte la zwischen den Wandtenden Stiele durch die auf die Dachkonstruktion aus- teilflächen ist eine Verkleidung 15 vorgesehen.The object of the invention is to provide a separable 55. Sealing strips 14 are arranged between the wall-laying and relocatable buildings of the panels 1 mentioned at the beginning. For the th type to be designed in such a way that the wall panels are sealed off the separating gaps la between the wall ends of the stems by means of the areas distributed on the roof structure, a cladding 15 is provided.

Hierzu 1 Blatt Zeichnungen1 sheet of drawings

Claims

Pitentans - main forces practiced, such as dead weight, traffic rate claims. and snow load as well as the effects on the building

1. Building that can be dismantled and relocated in which wind forces are not stressed,
Tensioned construction with a roof structure The solution to this problem consists, according to the invention and the stems supported in a foundation, in that the wall panels are right-hand edges with high strength and kink holders, characterized by rigidity provided with that the wall panels (1) stored at their vertical rän- game between the stems and provided by the with high strength and rigidity on- upper ends of the mounts attacking clamping mounts (2), with play io elements against the foundation is braced. This stored between the stems (5) and due to the training has the advantage that the stems only have to be dimensioned as small as the upper ends of the mountings (2), as is required for the fende clamping elements (6) against the foundation bracket during are barely braced during assembly (4). is required. The building can be dismantled

2. Building according to claim 1, characterized in that it does not collapse when the bracing is released, that on mounts (2) of a voltage is to be feared, because when loosening the clamping handle (5) adjacent wall panels (1) a strap element gel the wall panels between the stems (7) is placed on which the clamping elements are supported and removed individually from them (6) attack. the can. In this way it is also possible to

3. Building according to claim 1 or 2, characterized by removing 20 wall panels individually and through characterized in that the bezels (2) replace the other. For that purpose it is merely Wall panels (1) made of profiled structural steel, required the bracing of the relevant Light metal or the like exist and to solve by gluing, partial wall surfaces and the damaged rivets or screws are attached. replace the wall plate, whereupon the

4. Building according to one of claims 1 to 3, 25 voltage is reapplied.

characterized in that between the over- This can be on the borders of a stem wall panels arranged to one another (1) a bolt must be placed on adjacent wall panels, processing strip (14), preferably made of elastic on which the clamping elements engage. The edging inflexible Material, are arranged. the wall panels can be made of profiled structural

30 made of steel, light metal or the like and made of KIe-

ben, rivets or screws.

Sealing strips, preferably

The invention relates to a dismountable and relocatable way made of elastically flexible material, attached

Buildings in a braced construction with a roof can be arranged.

construction and stored in a foundation. An embodiment of a building according to the

Stems on which stacked wall invention is explained with reference to the drawing,

plates are held. It shows

In a known building of this type (German FIG. 1, partial view of the assignment of a roof patent specification 938 874) is the bracing of the roof structure and is mounted with play between the posts construction with the stems using tie rods and wall panels braced against the foundation, digits. The F i g exerted on the roof structure. Figure 2 is an enlarged partial view of the main executing forces (Dead weight, traffic and payload) form according to fig. 1,

as well as the F i g acting on the roof and the walls. 3 shows an excerpt from FIG. 1 in enlarged

Wind loads are measured over the stems in the foundation 45 ^tem .