EP1700978A2 - Mobile building - Google Patents
Mobile building Download PDFInfo
- Publication number
- EP1700978A2 EP1700978A2 EP05028120A EP05028120A EP1700978A2 EP 1700978 A2 EP1700978 A2 EP 1700978A2 EP 05028120 A EP05028120 A EP 05028120A EP 05028120 A EP05028120 A EP 05028120A EP 1700978 A2 EP1700978 A2 EP 1700978A2
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- EP
- European Patent Office
- Prior art keywords
- building
- container
- surface elements
- height
- modules
- Prior art date
- Legal status (The legal status 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 status listed.)
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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
- E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
-
- 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
- E04H15/008—Tents or tent-like constructions composed partially of rigid panels
-
- 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
- E04H15/20—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure
- E04H2015/202—Tents or canopies, in general inflatable, e.g. shaped, strengthened or supported by fluid pressure with inflatable panels, without inflatable tubular framework
Definitions
- the invention relates to a mobile building, in particular for use as a military command post, military hospital or field camp.
- the invention has for its object to provide an air transportable and luftabsetzbares building that can be quickly built up and put into operation.
- the building according to the invention and its sub-modules are adapted in an excellent manner to the requirements for air transportability and Heilabsetzley. It consists on the one hand to essential parts of flexible, inflatable materials, which naturally have a low weight.
- the building comprises rigid, load-bearing surface elements. With the rigid, load-carrying surface elements, the building can be converted for transport into a stable container housing, inside which the flexible surface elements of the building and - in a particularly advantageous embodiment - pre-installed furnishings can be accommodated. Additional transport containers are not needed.
- the height of the container during transport is less than the height of the building itself. This results in low transport dimensions, which is also an important advantage in terms of air transportability and Heilabsetz syndrome.
- the mobile building can be transported by both airplanes and helicopters and can be lowered from the air by means of load parachutes.
- a container For land transport, a container can be provided with wheels or placed on a motor vehicle or trailer.
- the submodules of the same type are preferably completely identical.
- the containers are identical in their dimensions.
- a closed building consists of two end modules and a center module.
- the number of center modules can be increased as desired to increase the building length.
- several such buildings can be shot at a right angle to each other by means of the aforementioned coupling modules.
- the sub-modules on the provided connection surfaces to the neighboring module on temporary, flexible surface elements that can be removed after the coupling of the sub-modules.
- the rigid, load-carrying surface elements together with the inflatable, flexible surface elements and the temporary surface elements a sub-module thereby form an outwardly completely closed envelope. This is already in the Transportation condition and can also be maintained at all times during construction. Only after the respective sub-modules are connected, the temporary surface elements are removed at the transition between the two sub-modules. This ensures that the interior of the building is completely secured at all times against the ingress of dirt, dust, etc., which is especially for the use of the building as a hospital or laboratory essential.
- FIG. 1a shows a building G1 according to the invention in the operating state, ie completely built up.
- the building G1 comprises rigid, load-carrying surface elements F1u, F3, F4, F5, which in particular form the floor and the lower areas of the building walls.
- the upper areas of the building walls and the roof surfaces are essentially formed by an inflatable, flexible surface element FX.
- F1 of the rigid surface elements includes a door element T which provides access.
- both surface elements F1 and F2 each contain a door element.
- the two surface elements F1, F2 at the end faces are each divided into two upper F1o, F2o and lower parts F1u pivotally connected about a horizontal axis.
- the height of the lower part (F1u) of the pivotable surface elements F1, F2 corresponds to the height of the container.
- the lower part F1u forms part of the side wall of the container in the transport state.
- the upper part F10 forms part of the upper, horizontal boundary surface of the container.
- the described design of the surface elements F1, F2 ensures that on the one hand the stability of the building is substantially increased.
- the entire surface of the pivotable, rigid surface element F1, F2 is utilized to form rigid surface elements of the container for the transport state.
- the pivotability of the surface element ensures a fast assembly and disassembly of the building.
- Fig. 1b shows the building in the transport state. It has the shape of a cuboid container, wherein the bottom and peripheral side wall are formed entirely of rigid, load-carrying surface elements F1 u, F4, F6 of the building.
- the longer side wall of the container comprises three rigid surface elements in three layers, of which only the outermost F6 can be seen in FIG. 1b.
- the upper opening of the container is substantially covered by the two folded surface elements F1o, F2o, so that this cover provides additional protection of the container contents.
- F1o, F2o the two folded surface elements
- the upper parts F1o, F2o of the rigid surface elements F1, F2 on the two end walls about the horizontal axis is pivoted upwards.
- the outer surface elements F6 of the longer side walls of the container about a horizontal axis (this extends along the lower edge of the surface element F6) pivoted down so that they expand the bottom.
- two rigid, load-guiding surface elements F3, which are each pivotable about a vertical axis (these extend along the vertical edges of the longer side walls F6), are arranged. Their length is equal to the height of the side wall of the container.
- the third, inner layer of a longer side wall is formed by a displaceable surface element F5, which extends over the entire length of the container. It is displaced parallel outwards, wherein it can be guided on the already pivoted horizontal F6 and vertical surface elements F3.
- the displaceable surface element F5 forms the lower region of a side wall of the building. The lower areas of the building walls and the floor are now formed over the entire circumference of the building of rigid, load-carrying surface elements F1u, F3, F4 and F5.
- the height of the surface elements F1u, F3, F4 and F5 corresponds to the height of the side walls of the container.
- the flexible, inflatable surface element FX is inflated. It may, for example, consist of a plurality of chambers or hoses, which can be filled individually.
- the construction of the building is now complete. Now the furnishing elements E can be positioned. In the present case, the laboratory cabinets are moved outwards to the walls of the building.
- Fig. 2 shows an inventive building GN, which is assembled from several sub-modules. It consists in this embodiment of two end modules EM and a center module MM. The structure of end module EM and center module MM is shown in FIGS. 4 and 5 in detail.
- FIG. 4 shows an end module in the transport state (FIG. 4a) and in the operating state in two different views (FIGS. 4b, 4c).
- the end module has an end face made of a rigid, load-carrying surface element F11 in which a door element T is contained.
- the rigid surface element F11 forms in this embodiment, the entire front of the building.
- the surface element F11 is divided into two parts similar to the embodiment of FIG. 1, wherein the upper F11o and the lower part F11u are pivotally connected via a horizontal axis.
- Rigid, load-bearing surface elements F12, F13, F14, F15 form the floor and the lower areas of the side walls.
- the upper regions of the side walls and the roof surfaces are formed by an inflatable, flexible surface element FX.
- the front side with door element T opposite open side is provided for connection to other sub-modules.
- this opening can be closed with a flexible temporary surface element which does not necessarily have to be inflatable.
- the connection of the temporary surface elements to the other rigid (F13, F14, F15) or inflatable (FX) surface elements takes place in such a way that the various surface elements together form a shell completely closed to the outside.
- FIG. 3 shows a building GN of three submodules, in the interior of which the temporary area elements FT each at the transition of two adjacent submodules EM, MM are present.
- the submodule takes the form of a cuboid container with bottom wall and circumferential side wall of rigid, load-carrying surface elements F11u, F12, F14, F15.
- the upper opening of the container is covered in substantial parts by the folded-over upper part F11o of the surface element F11 of the front side.
- the inflatable, flexible surface element FX of the building which is connected along the corresponding edges with the rigid surface elements.
- Also within the container may be furnishing elements E, e.g. Laboratory cabinets for the building, as well as other equipment or equipment.
- the unfolding of the building out of the container now proceeds as follows.
- the upper part F11o of the rigid panel F11 is pivoted and locked upwardly about the horizontal axis (extending along the upper edge of the container's hull wall) to a vertical position.
- the side wall of the opposite, open side of the du is formed in two layers, wherein in Fig. 3a, only the outer layer (surface element 13) can be seen.
- Surface element 13 is now pivoted about a horizontal axis (this extends along the lower edge of surface element 13) down so that it expands the ground.
- the second layer of this side wall is formed by two rigid, load-guiding surface elements F15 which are pivotable about a respective vertical axis (which extends along the vertical edges of the side wall).
- FIG. 5 shows a submodule, designed as a center module, in the transport state (FIG. 5a) and in the operating state (FIG. 5b).
- Rigid, load-bearing surface elements F21, F22, F23, F24a, F24b, F25, F26a, F26b form the bottom and the lower areas of the side walls.
- the upper regions of the side walls and the roof surfaces are formed by the inflatable, flexible surface element FX.
- the two end faces of the module are open and intended for the connection of further submodules.
- this sub-module takes the form of a cuboid, upwardly open container with bottom F22 and circumferential side wall of rigid, load-carrying surface elements F21, F23, F24a, F24b, F25, F26a, F26b.
- the flexible, inflatable surface element FX and optionally furnishing elements E is stowed.
- the two longer side walls are constructed in two layers.
- the outer surface elements F21, F23 which extend over the entire length of the side wall, pivoted about a horizontal axis down to expand the floor.
- the second layer of the side wall there are in each case two further rigid surface elements F24a, F24b; F26a, F26b. They are pivotable about a vertical axis along the vertical edges of the side wall to extend the surface elements F25 of the shorter side wall.
- the length of the surface elements F24, F26 is identical to the height of the side wall.
- two end modules EM according to FIG. 4 and a center module MM according to FIG. 5 together form a building GN according to FIG. 2.
- the lower areas of the building walls are formed over the entire circumference of the building GN by rigid, load-carrying surface elements.
- the height of the rigid, load-carrying surface elements corresponds to the height of the side walls of a container in the transport state.
- the height of these surface elements is advantageously chosen so large that it is greater than the usual working height of a workplace, so for example the height of a work table or a cabinet in laboratory facilities. This ensures that such equipment (eg laboratory cabinets, desks, desks, etc) transported in the container and can be pre-installed in it.
- the building according to the invention can thus be put into operation very quickly.
- the height of the vertical surface elements (identical to the height of the container in the transport state) is preferably chosen larger than 75 cm, in particular in the range of 80cm - 100 cm.
- FIG. 6 shows a further submodule for a mobile building according to the invention, which can be used as a coupling module KM for connection to further buildings.
- the pivoting mechanisms of the rigid surface elements during deployment from the transport state are very similar to the center module according to FIG. 5.
- the center module according to FIG. 5 has two opposite open end faces for the connection of further submodules (end modules, center modules, further coupling modules) of the building.
- the coupling module has rigid, load-carrying surface elements for the floor (surface elements F33, F34) as well as for the lower regions of the side walls (surface elements F31u, F35).
- a center module Unlike a center module are on the two opposite side walls of the building, which is the connection to other buildings, rigid, load-carrying surface elements F31, F32 available, which extend in sections over the entire building height.
- the surface elements F31, F32 in particular contain a door element T.
- the two surface elements F31, F32 are each divided into two upper F31o pivotally connected to horizontal axes (at the level of the upper edge of the container board wall) and lower parts F31u.
- the upper regions of the side walls and the roof surfaces are essentially formed by the inflatable, flexible surface element FX.
- a container with bottom and circumferential side wall again results, the container opening being covered upwards in essential areas by the upper parts F31o, F32o of the surface elements F31, F32.
- the upper parts F31o, F32o are first pivoted upwards into a vertical position and locked.
- the further unfolding of the container is identical to the description of FIG. 5 for a central part. Reference is made to this.
- surface element F35 corresponds to the order a horizontal axis pivotable surface element 24a of Fig. 5.
- the hull is constructed in two layers in accordance with the middle part shown in Fig. 5.
- the coupling modules can not only be used to connect two buildings. They can also be used as center modules within the building, allowing access to the side walls of the building.
- FIG. 7 three buildings according to the invention GN are shown, with two of the buildings are connected with their end faces on the side walls of the third building.
- Each of the interconnected building GN comprises several sub-modules according to FIGS. 4, 5 and possibly 6.
- the building is coupled via the coupling modules KM, wherein an additional through-lock S is advantageously present between the buildings GN to be coupled.
- the lock S can advantageously be transported in one of the containers formed by the sub-modules.
- the lower areas of the building walls are formed over the entire circumference of the building GN of rigid, load-carrying surface elements.
- the height of the surface elements corresponds to the height of the side walls of a container in the transport state.
- Fig. 8 shows an inventive einmoduliges building (corresponding to Figure 1), which is installed on an all-terrain trailer.
- Fig. 8a the building is shown in the operating state, in Fig. 8b in the transport state in which it is in container form.
- individual wheels can be mounted directly on the container.
Abstract
Description
Die Erfindung betrifft ein mobiles Gebäude, insbesondere zum Einsatz als militärischer Gefechtsstand, Lazarett oder Feldlager.The invention relates to a mobile building, in particular for use as a military command post, military hospital or field camp.
Derartige mobile Gebäude sind, insbesondere bei den so genannten militärischen Krisenreaktionskräften, im weltweiten Einsatz. Dabei spielt die Anforderung, die Gebäude mit Luftfahrzeugen zu transportieren und insbesondere aus der Luft abzusetzen eine immer größere Rolle.Such mobile buildings are in worldwide use, especially in the so-called military crisis response forces. The requirement to transport the buildings by aircraft and in particular to remove them from the air plays an increasingly important role.
Bekannt sind bereits mobile Gebäude in der Form von quaderförmigen Containern, bevorzugt ISO-Standard-Container, mit starren, lastführenden Flächenelementen, z.B. gemäß
Aus der
Der Erfindung liegt die Aufgabe zugrunde, ein lufttransportfähiges und luftabsetzbares Gebäude zu schaffen, das schnell aufgebaut und in Betrieb genommen werden kann.The invention has for its object to provide an air transportable and luftabsetzbares building that can be quickly built up and put into operation.
Diese Aufgabe wird mit dem Gebäude nach Patentanspruch 1 gelöst. Das erfindungsgemäße Prinzip ist auch auf größere Gebäudeeinheiten, die aus mehreren Teilmodulen bestehen, anwendbar. Ein entsprechendes Gebäude ist Gegenstand des Patentanspruch 6.This object is achieved with the building according to claim 1. The inventive principle is also applicable to larger building units, which consist of several sub-modules. A corresponding building is the subject of claim. 6
Das erfindungsgemäße Gebäude sowie dessen Teilmodule sind in hervorragender Weise an die Anforderungen für Lufttransportfähigkeit und Luftabsetzbarkeit angepasst. Er besteht einerseits zu wesentlichen Teilen aus flexiblen, aufblasbaren Materialien, die naturgemäß ein geringes Gewicht aufweisen. Darüber hinaus umfasst das Gebäude starre, lastführende Flächenelemente. Mit den starren, lastführenden Flächenelementen kann das Gebäude für den Transport in ein stabiles Containergehäuse umgewandelt werden, in dessen Inneren die flexiblen Flächenelemente des Gebäudes sowie - in einer besonders vorteilhaften Ausführung - vorinstallierte Einrichtungsgegenstände untergebracht werden können. Zusätzliche Transportbehälter werden nicht benötigt.The building according to the invention and its sub-modules are adapted in an excellent manner to the requirements for air transportability and Luftabsetzbarkeit. It consists on the one hand to essential parts of flexible, inflatable materials, which naturally have a low weight. In addition, the building comprises rigid, load-bearing surface elements. With the rigid, load-carrying surface elements, the building can be converted for transport into a stable container housing, inside which the flexible surface elements of the building and - in a particularly advantageous embodiment - pre-installed furnishings can be accommodated. Additional transport containers are not needed.
Die Höhe des Containers beim Transport ist dabei geringer als die Höhe des Gebäudes selbst. Es ergeben sich somit geringe Transportabmessungen, was ebenfalls einen wichtigen Vorteil im Hinblick auf die Lufttransportfähigkeit und Luftabsetzbarkeit darstellt.The height of the container during transport is less than the height of the building itself. This results in low transport dimensions, which is also an important advantage in terms of air transportability and Luftabsetzbarkeit.
Aufgrund dem oder der aufblasbaren Flächenelemente sowie der Vorintegration von Einrichtungsgegenständen im Container ist das erfindungsgemäße Gebäude sehr schnell einsatzfähig.Due to the or the inflatable surface elements and the pre-integration of furnishings in the container building of the invention is very quickly operational.
Das mobile Gebäude kann sowohl mit Flächenflugzeugen als auch mit Hubschrauber transportiert werden und kann mittels Lastenfallschirmen aus der Luft abgesetzt werden.The mobile building can be transported by both airplanes and helicopters and can be lowered from the air by means of load parachutes.
Für den Landtransport kann ein Container mit Rädern versehen werden oder auf ein Kraftfahrzeug oder Anhänger gesetzt werden.For land transport, a container can be provided with wheels or placed on a motor vehicle or trailer.
Aufgrund der hohen Eigenstabilität des Containers können für die Lagerung und beim Transport mehrere Container übereinander gestapelt werden.Due to the high inherent stability of the container, several containers can be stacked on top of each other for storage and transport.
Wie bereits erwähnt, kann ein Gebäude aus mehreren Teilmodulen aufgebaut sein, wobei diese Teilmodule in mehreren Typen vorliegen können, insbesondere als
- Endmodule,
- Mittelmodule,
- Koppelmodule zum Anschluss weiterer Gebäude,
- end modules,
- Central modules
- Coupling modules for connecting further buildings,
Die Teilmodule desselben Typs sind bevorzugt vollständig identisch.The submodules of the same type are preferably completely identical.
Darüber hinaus sind die Container unabhängig vom Typ der Teilmodule in ihren Abmessungen identisch.In addition, regardless of the type of sub-modules, the containers are identical in their dimensions.
In einer Ausführung besteht ein abgeschlossenes Gebäude aus zwei Endmodulen und einen Mittelmodul. Die Zahl der Mittelmodule kann beliebig erhöht werden, um die Gebäudelänge zu vergrößern. Darüber hinaus können mehrere derartige Gebäude mittels der erwähnten Koppelmodule unter einem rechten Winkel aneinander angeschossen werden.In one embodiment, a closed building consists of two end modules and a center module. The number of center modules can be increased as desired to increase the building length. In addition, several such buildings can be shot at a right angle to each other by means of the aforementioned coupling modules.
In einer besonders vorteilhaften Ausführung weisen die Teilmodule an den vorgesehenen Anschlussflächen zum Nachbarmodul temporäre, flexible Flächenelemente auf, die nach dem Zusammenkoppeln der Teilmodule entfernt werden können. Die starren, lastführenden Flächenelemente zusammen mit den aufblasbaren, flexiblen Flächenelementen sowie den temporären Flächenelementen eine Teilmoduls bilden dabei eine nach außen vollständig abgeschlossene Hülle. Diese liegt bereits im Transportzustand vor und kann auch zu allen Zeiten während des Aufbaus aufrechterhalten werden. Erst nach dem die betreffenden Teilmodule verbunden sind, werden die temporären Flächenelemente am Übergang zwischen den beiden Teilmodulen entfernt. Dadurch ist gewährleistet, dass der Innenraum des Gebäudes zu jedem Zeitpunkt vollständig gegen das Eindringen von Schmutz, Staub etc. gesichert ist, was insbesondere für den Einsatz des Gebäudes als Lazarett oder Labor von wesentlicher Bedeutung ist.In a particularly advantageous embodiment, the sub-modules on the provided connection surfaces to the neighboring module on temporary, flexible surface elements that can be removed after the coupling of the sub-modules. The rigid, load-carrying surface elements together with the inflatable, flexible surface elements and the temporary surface elements a sub-module thereby form an outwardly completely closed envelope. This is already in the Transportation condition and can also be maintained at all times during construction. Only after the respective sub-modules are connected, the temporary surface elements are removed at the transition between the two sub-modules. This ensures that the interior of the building is completely secured at all times against the ingress of dirt, dust, etc., which is especially for the use of the building as a hospital or laboratory essential.
Die Erfindung wird im folgenden unter Bezugnahme auf Zeichnungen anhand von Ausführungsbeispielen erläutert. Es zeigen:
- Fig. 1
- ein erfindungsgemäßes, einmoduliges Gebäude im Betriebszustand (Fig. 1a) und im Transportzustand (Fig. 1 b);
- Fig. 2
- ein erfindungsgemäßes Gebäude aus mehreren Teilmodulen;
- Fig. 3
- das erfindungsgemäße Gebäude nach Fig. 2 mit zusätzlichen temporären Flächenelementen an den Anschlussflächen benachbarter Teilmodule;
- Fig. 4
- ein Teilmodul, ausgebildet als Endmodul, im Transportzustand (Fig. 3a) und in mehreren Ansichten im Betriebszustand (Fig. 3b,c);
- Fig. 5
- ein Teilmodul, ausgebildet als Mittelmodul, im Transportzustand (Fig. 5a) und im Betriebszustand (Fig. 5b);
- Fig. 6
- ein Teilmodul, ausgebildet als Koppelmodul zum Anschluss an weitere Gebäude, im Transportzustand (Fig. 6a) und im Betriebszustand (Fig. 6b);
- Fig. 7
- mehrere erfindungsgemäße Gebäude, die über Koppelmodule miteinander verbunden sind;
- Fig. 8
- das erfindungsgemäße Gebäude nach Fig.1, auf einem Anhänger installiert im Betriebszustand (Fig. 8a) und im Transportzustand (Fig. 8b).
- Fig. 1
- an inventive, single-module building in the operating state (Figure 1a) and in the transport state (Figure 1 b).
- Fig. 2
- an inventive building of several sub-modules;
- Fig. 3
- the building according to the invention of Figure 2 with additional temporary surface elements on the connection surfaces of adjacent sub-modules.
- Fig. 4
- a submodule, designed as an end module, in the transport state (FIG. 3a) and in several views in the operating state (FIG. 3b, c);
- Fig. 5
- a submodule, designed as a center module, in the transport state (FIG. 5a) and in the operating state (FIG. 5b);
- Fig. 6
- a submodule, designed as a coupling module for connection to other buildings, in the transport state (FIG. 6a) and in the operating state (FIG. 6b);
- Fig. 7
- several buildings according to the invention, which are interconnected via coupling modules;
- Fig. 8
- the building according to the invention according to Figure 1, installed on a trailer in the operating state (Fig. 8a) and in the transport state (Fig. 8b).
Fig. 1a zeigt ein erfindungsgemäßes Gebäude G1 im Betriebszustand, d.h. vollständig aufgebaut. Wie man daraus erkennt, umfasst das Gebäude G1 starre, lastführende Flächenelemente F1u,F3,F4,F5, die insbesondere den Boden sowie die unteren Bereiche der Gebäudewände bilden. Die oberen Bereiche der Gebäudewände sowie die Dachflächen werden im wesentlichen von einem aufblasbaren, flexiblen Flächenelement FX gebildet. An den beiden gegenüberliegenden Stirnwänden des Gebäudes G1 sind starre, lastführende Flächenelemente F1,F2 vorhanden, die sich abschnittsweise über die gesamte Gebäudehöhe erstrecken. In der gezeigten Ausführung enthält eines F1 der starren Flächenelemente ein Türelement T, welches den Zugang vermittelt. Es sind jedoch auch Ausführungen möglich, in denen beide Flächenelemente F1 und F2 jeweils ein Türelement enthalten.FIG. 1a shows a building G1 according to the invention in the operating state, ie completely built up. As can be seen, the building G1 comprises rigid, load-carrying surface elements F1u, F3, F4, F5, which in particular form the floor and the lower areas of the building walls. The upper areas of the building walls and the roof surfaces are essentially formed by an inflatable, flexible surface element FX. At the two opposite end walls of the building G1 rigid, load-carrying surface elements F1, F2 are present sections extend over the entire building height. In the embodiment shown, an F1 of the rigid surface elements includes a door element T which provides access. However, embodiments are also possible in which both surface elements F1 and F2 each contain a door element.
Die beiden Flächenelemente F1, F2 an den Stirnseiten sind jeweils in zwei, um eine horizontale Achse schwenkbar verbundene obere F1o, F2o und untere Teile F1u geteilt. Die Höhe des unteren Teils (F1u) der in sich verschwenkbaren Flächenelemente F1,F2 entspricht der Höhe des Containers. Der untere Teil F1u bildet ein Teil der Bordwand des Containers im Transportzustand. Der obere Teile F10 bildet einen Teil der oberen, horizontalen Begrenzungsfläche des Containers.
Durch die beschriebene Ausbildung der Flächenelemente F1,F2 ist gewährleistet, dass einerseits die Stabilität des Gebäudes wesentlich erhöht wird. Andererseits wird die gesamte Fläche des in sich verschwenkbaren, starren Flächenelements F1, F2 ausgenutzt, um starre Flächenelemente des Containers für den Transportzustand zu bilden. Darüber hinaus gewährleistet die Verschwenkbarkeit des Flächenelements ein schnelles Auf- und Abbauen des Gebäudes.The two surface elements F1, F2 at the end faces are each divided into two upper F1o, F2o and lower parts F1u pivotally connected about a horizontal axis. The height of the lower part (F1u) of the pivotable surface elements F1, F2 corresponds to the height of the container. The lower part F1u forms part of the side wall of the container in the transport state. The upper part F10 forms part of the upper, horizontal boundary surface of the container.
The described design of the surface elements F1, F2 ensures that on the one hand the stability of the building is substantially increased. On the other hand, the entire surface of the pivotable, rigid surface element F1, F2 is utilized to form rigid surface elements of the container for the transport state. In addition, the pivotability of the surface element ensures a fast assembly and disassembly of the building.
Fig. 1b zeigt das Gebäude im Transportzustand. Es weist die Form eines quaderförmigen Containers auf, wobei Boden und umlaufende Bordwand vollständig aus starren, lastführenden Flächenelementen F1 u, F4, F6 des Gebäudes gebildet werden. Die längere Bordwand des Containers umfasst in drei Schichten drei starre Flächenelemente, von denen in Fig. 1 b nur das äußerste F6 zu erkennen ist.
Die obere Öffnung des Containers wird im wesentlichen durch die beiden aufeinander geklappten Flächenelemente F1o, F2o abgedeckt, so dass sich durch diese Abdeckung ein zusätzlicher Schutz des Containerinhalts ergibt. Es wird jedoch darauf hingewiesen, dass bereits ein nach oben offener, aus starren, lastführenden Flächenelementen aufgebauter Container die Forderungen nach Luftabsetzbarkeit erfüllt. Im Innern des Containers befindet sich das aufblasbare, flexible Flächenelement FX des Gebäudes, das entlang der entsprechenden Kanten bereits weitgehend mit den starren Flächenelementen verbunden sind. Ebenfalls innerhalb des Containers befinden sich Einrichtungselemente E, z.B. Laborschränke des Gebäudes.Fig. 1b shows the building in the transport state. It has the shape of a cuboid container, wherein the bottom and peripheral side wall are formed entirely of rigid, load-carrying surface elements F1 u, F4, F6 of the building. The longer side wall of the container comprises three rigid surface elements in three layers, of which only the outermost F6 can be seen in FIG. 1b.
The upper opening of the container is substantially covered by the two folded surface elements F1o, F2o, so that this cover provides additional protection of the container contents. It should be noted, however, that even an open-topped, made of rigid, load-carrying surface elements container meets the requirements for Luftabsetzbarkeit. Inside the container is the inflatable, flexible surface element FX of the building, which are already largely connected along the corresponding edges with the rigid surface elements. Also inside the container are furnishing elements E, eg laboratory cabinets of the building.
Die Entfaltung des Gebäudes aus dem Container heraus läuft nun folgendermaßen ab.The unfolding of the building out of the container now proceeds as follows.
Zunächst werden an den beiden Stirnwänden die oberen Teile F1o, F2o der starren Flächenelemente F1, F2 um die horizontale Achse (diese erstreckt sich entlang der Oberkante der Bordwand des Containers) nach oben geschwenkt.
Danach werden die äußeren Flächenelemente F6 der längeren Bordwände des Containers um eine horizontale Achse (diese erstreckt sich entlang der Unterkante des Flächenelements F6) nach unten geschwenkt, so dass diese den Boden erweitern. In der zweiten Schicht der längeren Bordwände sind zwei um jeweils eine vertikale Achse (diese erstrecken sich entlang der vertikalen Kanten der längeren Bordwände F6) schwenkbaren starre, lastführende Flächenelemente F3 angeordnet. Deren Länge ist gleich der Höhe der Bordwand des Containers. Sie werden ausgeschwenkt, so dass sie in der Ebene der beiden Stirnwände des Gebäudes (also in der durch die Flächenelemente F1,F2 aufgespannten Ebene) zu liegen kommen. Die dritte, innere Schicht einer längeren Bordwand wird gebildet durch ein verschiebbares Flächenelement F5, das sich über die gesamte Länge des Containers erstreckt. Es wird parallel nach außen verschoben, wobei es an den bereits ausgeschwenkten horizontalen F6 und vertikalen Flächenelementen F3 geführt werden kann. Das verschiebbare Flächenelement F5 bildet den unteren Bereich einer Seitenwand des Gebäudes. Die unteren Bereiche der Gebäudewände sowie der Boden sind nun über den gesamten Umfang des Gebäudes von starren, lastführenden Flächenelementen F1u, F3, F4 und F5 gebildet. Die Höhe der Flächenelemente F1u,F3,F4 und F5 entspricht dabei der Höhe der Bordwände des Containers.
Jetzt wird das flexible, aufblasbare Flächenelement FX aufgeblasen. Es kann z.B. aus einer Mehrzahl von Kammern oder Schläuchen bestehen, die einzeln befüllt werden können. Der Aufbau des Gebäudes ist nunmehr abgeschlossen. Nun können die Einrichtungselemente E positioniert werden. Im vorliegenden Fall werden die Laborschränke nach außen an die Wände des Gebäudes verschoben.First, the upper parts F1o, F2o of the rigid surface elements F1, F2 on the two end walls about the horizontal axis (this extends along the upper edge of the side wall of the container) is pivoted upwards.
Thereafter, the outer surface elements F6 of the longer side walls of the container about a horizontal axis (this extends along the lower edge of the surface element F6) pivoted down so that they expand the bottom. In the second layer of the longer side walls, two rigid, load-guiding surface elements F3, which are each pivotable about a vertical axis (these extend along the vertical edges of the longer side walls F6), are arranged. Their length is equal to the height of the side wall of the container. They are swung out so that they come to lie in the plane of the two end walls of the building (ie in the plane defined by the surface elements F1, F2). The third, inner layer of a longer side wall is formed by a displaceable surface element F5, which extends over the entire length of the container. It is displaced parallel outwards, wherein it can be guided on the already pivoted horizontal F6 and vertical surface elements F3. The displaceable surface element F5 forms the lower region of a side wall of the building. The lower areas of the building walls and the floor are now formed over the entire circumference of the building of rigid, load-carrying surface elements F1u, F3, F4 and F5. The height of the surface elements F1u, F3, F4 and F5 corresponds to the height of the side walls of the container.
Now the flexible, inflatable surface element FX is inflated. It may, for example, consist of a plurality of chambers or hoses, which can be filled individually. The construction of the building is now complete. Now the furnishing elements E can be positioned. In the present case, the laboratory cabinets are moved outwards to the walls of the building.
Fig. 2 zeigt ein erfindungsgemäßes Gebäude GN, welches aus mehreren Teilmodulen zusammengebaut ist. Es besteht in dieser Ausführung aus zwei Endmodulen EM sowie einem Mittelmodul MM. Der Aufbau von Endmodul EM und Mittelmodul MM ist in den Fig. 4 und 5 im Detail dargestellt.Fig. 2 shows an inventive building GN, which is assembled from several sub-modules. It consists in this embodiment of two end modules EM and a center module MM. The structure of end module EM and center module MM is shown in FIGS. 4 and 5 in detail.
Fig. 4 zeigt ein Endmodul im Transportzustand (Fig. 4a) sowie im Betriebszustand in zwei verschiedenen Ansichten (Fig. 4b, 4c). Das Endmodul weist eine Stirnseite aus einem starren, lastführenden Flächenelement F11 auf, in dem ein Türelement T enthalten ist. Das starre Flächenelement F11 bildet in dieser Ausführung die gesamte Stirnseite des Gebäudes. Das Flächenelement F11 ist ähnlich wie in der Ausführung nach Fig. 1 zweigeteilt, wobei oberer F11o und unterer Teil F11u schwenkbar über eine horizontale Achse verbunden sind. Starre, lastführende Flächenelemente F12, F13, F14, F15 bilden den Boden sowie die unteren Bereiche der Seitenwände. Die oberen Bereiche der Seitenwände sowie die Dachflächen werden von einem aufblasbaren, flexiblen Flächenelement FX gebildet.4 shows an end module in the transport state (FIG. 4a) and in the operating state in two different views (FIGS. 4b, 4c). The end module has an end face made of a rigid, load-carrying surface element F11 in which a door element T is contained. The rigid surface element F11 forms in this embodiment, the entire front of the building. The surface element F11 is divided into two parts similar to the embodiment of FIG. 1, wherein the upper F11o and the lower part F11u are pivotally connected via a horizontal axis. Rigid, load-bearing surface elements F12, F13, F14, F15 form the floor and the lower areas of the side walls. The upper regions of the side walls and the roof surfaces are formed by an inflatable, flexible surface element FX.
Die der Stirnseite mit Türelement T gegenüberliegende offene Seite ist für den Anschluss an weitere Teilmodule vorgesehen. In einer vorteilhaften Ausführung kann diese Öffnung mit einem flexiblen temporären Flächenelement, das nicht notwendigerweise aufblasbar sein muss, geschlossen werden. Der Anschluss der temporären Flächenelemente an die übrigen starren (F13, F14, F15) oder aufblasbaren (FX) Flächenelemente erfolgt dabei derart, dass die verschiedenen Flächenelemente zusammen eine nach außen vollständig abgeschlossene Hülle bilden. Beim Aufbau eines Teilmoduls ist somit sichergestellt, dass kein Schmutz, Staub von außen in das Teilmodul eindringt. Das Teilmodul wird nun an das bestehende Gebäude (das für sich ebenfalls eine nach außen abgeschlossene Hülle bildet) angebaut, so dass auch das dadurch entstandene erweiterte Gebäude insgesamt eine nach außen abgeschossene Hülle bildet. Sobald das Teilmodul an das bereits bestehende Gebäude angebaut ist, können die an der Anschlussfläche zwischen den beiden Nachbarmodulen vorhandenen temporären Flächenelemente entfernt werden. Durch den Einsatz der temporären Flächenelmemente ist sichergestellt, dass beim Zusammenbau des gesamten Gebäudes kein Schmutz, Staub oder sonstige äußeren Einflüsse in das Gebäude eindringen.
Das Prinzip der Verwendung von temporären Flächenelementen kann nicht nur an den hier beschriebenen Endmodulen, sondern auch an den Anschlussflächen der anderen Modultypen, z.B. nach Fig. 5,6, angewandt werden. Fig. 3 zeigt hierzu ein Gebäude GN aus drei Teilmodulen, in dessen Innern die temporären Flächenelemente FT jeweils am Übergang von zwei benachbarten Teilmodulen EM, MM vorhanden sind.The front side with door element T opposite open side is provided for connection to other sub-modules. In an advantageous embodiment, this opening can be closed with a flexible temporary surface element which does not necessarily have to be inflatable. The connection of the temporary surface elements to the other rigid (F13, F14, F15) or inflatable (FX) surface elements takes place in such a way that the various surface elements together form a shell completely closed to the outside. When building a sub-module is thus ensured that no dirt, dust from the outside penetrates into the sub-module. The sub-module is now attached to the existing building (which also forms an outwardly closed shell), so that the resulting extended building as a whole forms a shell shot down to the outside. As soon as the submodule is attached to the already existing building, the temporary surface elements present at the connection surface between the two neighboring modules can be removed. The use of temporary surface elements ensures that no dirt, dust or other external influences enter the building when assembling the entire building.
The principle of using temporary surface elements can be applied not only to the end modules described here, but also to the connection surfaces of the other module types, eg according to FIGS. 5, 6. For this purpose, FIG. 3 shows a building GN of three submodules, in the interior of which the temporary area elements FT each at the transition of two adjacent submodules EM, MM are present.
Im Transportzustand nimmt das Teilmodul die Form eines quaderförmigen Containers mit Bodenwand und umlaufender Bordwand aus starren, lastführenden Flächenelementen F11u, F12, F14, F15 an. Die obere Öffnung des Containers wird in wesentlichen Teilen von dem umgeklappten oberen Teil F11o des Flächenelements F11 der Stirnseite abgedeckt. Im Innern des Containers befindet sich das aufblasbare, flexible Flächenelement FX des Gebäudes, das entlang der entsprechenden Ränder mit den starren Flächenelementen verbunden sind. Ebenfalls innerhalb des Containers können sich Einrichtungselemente E befinden, z.B. Laborschränke für das Gebäude, sowie weiteres Gerät bzw. Ausrüstung.In the transport state, the submodule takes the form of a cuboid container with bottom wall and circumferential side wall of rigid, load-carrying surface elements F11u, F12, F14, F15. The upper opening of the container is covered in substantial parts by the folded-over upper part F11o of the surface element F11 of the front side. Inside the container is the inflatable, flexible surface element FX of the building, which is connected along the corresponding edges with the rigid surface elements. Also within the container may be furnishing elements E, e.g. Laboratory cabinets for the building, as well as other equipment or equipment.
Die Entfaltung des Gebäudes aus dem Container heraus läuft nun folgendermaßen ab.
Zunächst wird an der Stirnseite der obere Teile F11o des starren Flächenelements F11 um die horizontale Achse (diese erstreckt sich entlang der Oberkante der Bordwand des Containers) nach oben in eine vertikale Position geschwenkt und verriegelt. Die Bordwand der gegenüberliegenden, offenen Seite des du ist zweischichtig ausgebildet, wobei in Fig. 3a nur die äußere Schicht (Flächenelement 13) zu erkennen ist. Flächenelement 13 wird nun um eine horizontale Achse (diese erstreckt sich entlang der Unterkante des Flächenelements 13) nach unten geschwenkt, so dass es den Boden erweitert. Die zweite Schicht dieser Bordwand wird durch zwei um jeweils eine vertikale Achse (diese erstrecken sich entlang den vertikalen Kanten der Bordwand) schwenkbare starre, lastführende Flächenelemente F15 gebildet. Deren Länge ist gleich der Höhe der Bordwand des Containers. Sie werden um 90° ausgeschwenkt, so dass sie in der Ebene einer der beiden kürzeren Bordwände F14 des Containers liegen und diese somit verlängern. Jetzt wird das flexible, aufblasbare Flächenelement FX aufgeblasen. Der Aufbau des Gebäudes ist nunmehr abgeschlossen.The unfolding of the building out of the container now proceeds as follows.
First, at the front side, the upper part F11o of the rigid panel F11 is pivoted and locked upwardly about the horizontal axis (extending along the upper edge of the container's hull wall) to a vertical position. The side wall of the opposite, open side of the du is formed in two layers, wherein in Fig. 3a, only the outer layer (surface element 13) can be seen. Surface element 13 is now pivoted about a horizontal axis (this extends along the lower edge of surface element 13) down so that it expands the ground. The second layer of this side wall is formed by two rigid, load-guiding surface elements F15 which are pivotable about a respective vertical axis (which extends along the vertical edges of the side wall). Their length is equal to the height of the side wall of the container. They are swung out by 90 °, so that they lie in the plane of one of the two shorter side walls F14 of the container and thus extend it. Now the flexible, inflatable surface element FX is inflated. The construction of the building is now complete.
Fig. 5 zeigt ein Teilmodul, ausgebildet als Mittelmodul, im Transportzustand (Fig. 5a) und im Betriebszustand (Fig. 5b).5 shows a submodule, designed as a center module, in the transport state (FIG. 5a) and in the operating state (FIG. 5b).
Starre, lastführende Flächenelemente F21, F22, F23, F24a, F24b, F25, F26a, F26b bilden den Boden sowie die unteren Bereiche der Seitenwände. Die oberen Bereiche der Seitenwände sowie die Dachflächen werden von dem aufblasbaren, flexiblen Flächenelement FX gebildet. Die beiden Stirnseiten des Moduls sind offen und für den Anschluss weiterer Teilmodule vorgesehen.Rigid, load-bearing surface elements F21, F22, F23, F24a, F24b, F25, F26a, F26b form the bottom and the lower areas of the side walls. The upper regions of the side walls and the roof surfaces are formed by the inflatable, flexible surface element FX. The two end faces of the module are open and intended for the connection of further submodules.
Im Transportzustand nimmt dieses Teilmodul die Form eines quaderförmigen, nach oben offenen Containers an mit Boden F22 und umlaufender Bordwand aus starren, lastführenden Flächenelementen F21, F23, F24a, F24b, F25, F26a, F26b. Darin wird das flexible, aufblasbare Flächenelement FX sowie gegebenenfalls Einrichtungselemente E verstaut. Die beiden längeren Bordwände sind zweischichtig aufgebaut. Zum Aufbau des Teilmoduls werden die äußeren Flächenelemente F21, F23, die sich über die gesamte Länge der Bordwand erstrecken, um eine horizontale Achse nach unten geschwenkt, um den Boden zu erweitern. In der zweiten Schicht der Bordwand befinden sich jeweils zwei weitere starre Flächenelemente F24a, F24b; F26a, F26b. Sie sind um eine vertikale Achse entlang der vertikalen Ränder der Bordwand schwenkbar, um die Flächenelemente F25 der kürzeren Bordwand zu verlängern. Die Länge der Flächenelemente F24, F26 ist identisch zur Höhe der Bordwand.In the transport state, this sub-module takes the form of a cuboid, upwardly open container with bottom F22 and circumferential side wall of rigid, load-carrying surface elements F21, F23, F24a, F24b, F25, F26a, F26b. Therein, the flexible, inflatable surface element FX and optionally furnishing elements E is stowed. The two longer side walls are constructed in two layers. To build the sub-module, the outer surface elements F21, F23, which extend over the entire length of the side wall, pivoted about a horizontal axis down to expand the floor. In the second layer of the side wall there are in each case two further rigid surface elements F24a, F24b; F26a, F26b. They are pivotable about a vertical axis along the vertical edges of the side wall to extend the surface elements F25 of the shorter side wall. The length of the surface elements F24, F26 is identical to the height of the side wall.
Aneinander gekoppelt bilden zwei Endmodule EM gemäß Fig. 4 sowie ein Mittelmodul MM nach Fig. 5 zusammen ein Gebäude GN gemäß Fig. 2. Die unteren Bereiche der Gebäudewände sind über den gesamten Umfang des Gebäudes GN von starren, lastführenden Flächenelementen gebildet. Die Höhe der starren, lastführenden Flächenelemente entspricht dabei der Höhe der Bordwände eines Containers im Transportzustand. Die Höhe dieser Flächenelemente (uns somit die Höhe des Containers) wird vorteilhaft so groß gewählt, dass sie größer als die übliche Arbeitshöhe eines Arbeitsplatzes ist, also z.B. der Höhe eines Arbeitstisches oder eines Unterschranks bei Laboreinrichtungen. Dadurch ist sichergestellt, dass derartige Ausrüstungsgegenstände (z.B. Laborunterschränke, Arbeitstische, Schreibtische, etc) im Container transportiert und darin auch fest vorinstalliert werden können. Bei der Inbetriebnahme des Gebäudes müssen diese Einrichtungsgegenstände nicht erst aufgebaut oder eingerichtet werden. Das erfindungsgemäße Gebäude kann somit sehr schnell in Betrieb genommen werden. Die Höhe der senkrechten Flächenelemente (identisch zur Höhe des Containers im Transportzustand) wird bevorzugt größer als 75 cm gewählt, insbesondere im Bereich von 80cm - 100 cm.Coupled to one another, two end modules EM according to FIG. 4 and a center module MM according to FIG. 5 together form a building GN according to FIG. 2. The lower areas of the building walls are formed over the entire circumference of the building GN by rigid, load-carrying surface elements. The height of the rigid, load-carrying surface elements corresponds to the height of the side walls of a container in the transport state. The height of these surface elements (us thus the height of the container) is advantageously chosen so large that it is greater than the usual working height of a workplace, so for example the height of a work table or a cabinet in laboratory facilities. This ensures that such equipment (eg laboratory cabinets, desks, desks, etc) transported in the container and can be pre-installed in it. When commissioning the building, these furnishings need not be set up or set up first. The building according to the invention can thus be put into operation very quickly. The height of the vertical surface elements (identical to the height of the container in the transport state) is preferably chosen larger than 75 cm, in particular in the range of 80cm - 100 cm.
In Fig. 6 ist ein weiteres Teilmodul für ein erfindungsgemäßes mobiles Gebäude dargestellt, das als Koppelmodul KM zum Anschluss an weitere Gebäude eingesetzt werden kann.FIG. 6 shows a further submodule for a mobile building according to the invention, which can be used as a coupling module KM for connection to further buildings.
Es ist insbesondere hinsichtlich der Schwenkmechanismen der starren Flächenelemente bei der Entfaltung aus dem Transportzustand dem Mittelmodul nach Fig. 5 sehr ähnlich. Wie das Mittelmodul nach Fig. 5, weist es zwei gegenüberliegende offene Stirnseiten für den Anschluss weiterer Teilmodule (Endmodule, Mittelmodule, weitere Koppelmodule) des Gebäudes auf. Ebenfalls wie bei einem Mittelmodul, weist das Koppelmodul starre, lastführende Flächenelemente für den Boden (Flächenelemente F33,F34) sowie für die unteren Bereiche der Seitenwände (Flächenelemente F31u, F35) auf.In particular with regard to the pivoting mechanisms of the rigid surface elements during deployment from the transport state, they are very similar to the center module according to FIG. 5. Like the center module according to FIG. 5, it has two opposite open end faces for the connection of further submodules (end modules, center modules, further coupling modules) of the building. Like in the case of a center module, the coupling module has rigid, load-carrying surface elements for the floor (surface elements F33, F34) as well as for the lower regions of the side walls (surface elements F31u, F35).
Anders als bei einem Mittelmodul sind an den beiden gegenüberliegenden Seitenwänden des Gebäudes, an welchen der Anschluss zu weiteren Gebäude erfolgt, starre, lastführende Flächenelemente F31, F32 vorhanden, die sich abschnittsweise über die gesamte Gebäudehöhe erstrecken. Die Flächenelemente F31, F32 enthalten insbesondere ein Türelement T. Die beiden Flächenelemente F31, F32 sind jeweils in zwei, um horizontale Achsen (auf Höhe der oberen Kante der Containerbordwand) schwenkbar verbundene obere F31o und untere Teile F31u geteilt. Die oberen Bereiche der Seitenwände sowie die Dachflächen werden im wesentlichen von dem aufblasbaren, flexiblen Flächenelement FX gebildet.Unlike a center module are on the two opposite side walls of the building, which is the connection to other buildings, rigid, load-carrying surface elements F31, F32 available, which extend in sections over the entire building height. The surface elements F31, F32 in particular contain a door element T. The two surface elements F31, F32 are each divided into two upper F31o pivotally connected to horizontal axes (at the level of the upper edge of the container board wall) and lower parts F31u. The upper regions of the side walls and the roof surfaces are essentially formed by the inflatable, flexible surface element FX.
Im Transportzustand ergibt sich wieder ein Container mit Boden und umlaufender Bordwand, wobei die Containeröffnung nach oben nun in wesentlichen Bereichen von den oberen Teilen F31o, F32o der Flächenelemente F31, F32 abgedeckt werden. Zum Aufbau des Koppelmoduls werden zunächst die oberen Teile F31o, F32o nach oben in eine vertikale Position geschwenkt und verriegelt. Das weitere Entfalten des Containers ist identisch zu der Beschreibung nach Fig. 5 für ein Mittelteil. Hierauf wird verwiesen. Dabei entspricht z.B. Flächenelement F35 dem um eine horizontale Achse schwenkbaren Flächenelement 24a von Fig. 5. Die Bordwand ist in Übereinstimmung mit dem in Fig. 5 gezeigten Mittelteil zweischichtig aufgebaut.In the transport state, a container with bottom and circumferential side wall again results, the container opening being covered upwards in essential areas by the upper parts F31o, F32o of the surface elements F31, F32. To set up the coupling module, the upper parts F31o, F32o are first pivoted upwards into a vertical position and locked. The further unfolding of the container is identical to the description of FIG. 5 for a central part. Reference is made to this. For example, surface element F35 corresponds to the order a horizontal axis pivotable surface element 24a of Fig. 5. The hull is constructed in two layers in accordance with the middle part shown in Fig. 5.
Die Koppelmodule können aber nicht nur zum Anschluss zweier Gebäude verwendet werden. Sie können auch als Mittelmodule innerhalb des Gebäudes eingesetzt werden, wodurch Zugänge an den Seitenwänden des Gebäudes realisiert werden können.The coupling modules can not only be used to connect two buildings. They can also be used as center modules within the building, allowing access to the side walls of the building.
In Fig. 7 sind drei erfindungsgemäße Gebäude GN dargestellt, wobei zwei der Gebäude mit ihren Stirnseiten an den Seitenwänden des dritten Gebäudes angeschlossen sind. Jedes der miteinander verbundenen Gebäude GN umfasst dabei mehrere Teilmodule nach den Fig. 4,5 und ggf. Fig. 6. Die Kopplung der Gebäude erfolgt über die Koppelmodule KM, wobei zwischen den zu koppelnden Gebäuden GN vorteilhaft eine zusätzliche Durchgangsschleuse S vorhanden ist. Die Schleuse S kann vorteilhaft in einem der durch die Teilmodule gebildeten Container transportiert werden. Die unteren Bereiche der Gebäudewände sind über den gesamten Umfang des Gebäudes GN von starren, lastführenden Flächenelementen gebildet. Die Höhe der Flächenelemente entspricht dabei der Höhe der Bordwände eines Containers im Transportzustand.
Fig. 8 zeigt ein erfindungsgemäßes einmoduliges Gebäude (entsprechend Fig.1), welches auf einem geländegängigen Anhänger installiert ist. In Fig. 8a ist das Gebäude im Betriebszustand dargestellt, in Fig. 8b im Transportzustand, in dem es in Containerform vorliegt.In Fig. 7, three buildings according to the invention GN are shown, with two of the buildings are connected with their end faces on the side walls of the third building. Each of the interconnected building GN comprises several sub-modules according to FIGS. 4, 5 and possibly 6. The building is coupled via the coupling modules KM, wherein an additional through-lock S is advantageously present between the buildings GN to be coupled. The lock S can advantageously be transported in one of the containers formed by the sub-modules. The lower areas of the building walls are formed over the entire circumference of the building GN of rigid, load-carrying surface elements. The height of the surface elements corresponds to the height of the side walls of a container in the transport state.
Fig. 8 shows an inventive einmoduliges building (corresponding to Figure 1), which is installed on an all-terrain trailer. In Fig. 8a, the building is shown in the operating state, in Fig. 8b in the transport state in which it is in container form.
Soweit nach der Luftlandung kein entsprechendes Fahrzeug zur Verfügung steht, können alternativ auch einzelne Räder direkt an dem Container montiert werden.As far as no corresponding vehicle is available after the air landing, alternatively, individual wheels can be mounted directly on the container.
Claims (19)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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DE102005010683A DE102005010683B3 (en) | 2005-03-09 | 2005-03-09 | Mobile building |
Publications (3)
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EP1700978A2 true EP1700978A2 (en) | 2006-09-13 |
EP1700978A3 EP1700978A3 (en) | 2007-05-09 |
EP1700978B1 EP1700978B1 (en) | 2008-09-24 |
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EP05028120A Not-in-force EP1700978B1 (en) | 2005-03-09 | 2005-12-22 | Mobile building |
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US (1) | US7774987B2 (en) |
EP (1) | EP1700978B1 (en) |
AT (1) | ATE409263T1 (en) |
DE (2) | DE102005010683B3 (en) |
ES (1) | ES2315782T3 (en) |
Cited By (1)
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WO2010130410A1 (en) * | 2009-05-15 | 2010-11-18 | Gosch Verwaltungs Gmbh & Co. Kg | Beach chair |
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WO2007082351A1 (en) * | 2006-01-23 | 2007-07-26 | Datatainer Pty Ltd | Data processing apparatus |
WO2009006383A1 (en) * | 2007-06-29 | 2009-01-08 | The Board Of Trustees Of The University Of Illinois | Integrated portable shelter |
US8001985B1 (en) * | 2009-02-19 | 2011-08-23 | Conner Michael R | Self-contained shelter |
US8291648B1 (en) * | 2010-02-18 | 2012-10-23 | Orr James R | Portable structure |
US20140041833A1 (en) * | 2012-08-11 | 2014-02-13 | Architectural Applications P.C. | Flexible heat and moisture transfer system |
US8966827B2 (en) * | 2012-12-10 | 2015-03-03 | Mehri Mafi | Shelter assembly |
RU2541593C2 (en) * | 2013-05-17 | 2015-02-20 | Сергей Евгеньевич Савенков | Mobile pultrusion manufacturing complex |
USD820469S1 (en) * | 2014-11-07 | 2018-06-12 | Extremis Technology Ltd | Deployable building |
GB201602805D0 (en) * | 2016-02-17 | 2016-03-30 | Purple Line Ltd | Improvements relating to folding campers |
US11280107B1 (en) | 2016-06-30 | 2022-03-22 | DLX Enterprises, LLC | Shelter and hub system |
US11732496B1 (en) | 2016-06-30 | 2023-08-22 | DLX Enterprises, LLC | Shelter and hub system |
PE20161434A1 (en) * | 2016-10-17 | 2017-01-05 | Vernazza Daniel Edgar Rivera | PORTABLE HOUSING MODULE WITH INFLATABLE STRUCTURE, RECONFIGURABLE FLOOR IN BOX AND AUTOMATIC PRESSURE CONTROL DEVICE |
US10167624B1 (en) * | 2017-08-31 | 2019-01-01 | Craig Hodgetts | Mobile shelter and method of erecting the same |
US11719017B2 (en) * | 2020-03-27 | 2023-08-08 | Thomas Williams | Inflatable drive through tunnel system |
CN116104330B (en) * | 2022-07-21 | 2023-08-22 | 北京信远亿嘉膜结构技术有限公司 | Simple and rapid inflatable shelter structure for isolating infectious diseases |
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EP1273743A1 (en) | 2001-07-05 | 2003-01-08 | DORNIER GmbH | Pneumatic wall construction |
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FR2749605A1 (en) * | 1996-06-10 | 1997-12-12 | Bonnemazou Manuel Francis Jean | MODULAR AND TRANSPORTABLE SHELTER DEVICE |
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US6029404A (en) * | 1998-07-02 | 2000-02-29 | Lewis; Edward F. | Inflatable structure with sealable compartment therein |
DE20101947U1 (en) * | 2001-02-05 | 2001-04-19 | Schall Kg M | Container |
US6749252B2 (en) * | 2002-02-07 | 2004-06-15 | Dac Sky, Llc | Fold-out camper for a pick-up truck |
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2005
- 2005-03-09 DE DE102005010683A patent/DE102005010683B3/en not_active Expired - Fee Related
- 2005-12-22 AT AT05028120T patent/ATE409263T1/en not_active IP Right Cessation
- 2005-12-22 ES ES05028120T patent/ES2315782T3/en active Active
- 2005-12-22 DE DE502005005466T patent/DE502005005466D1/en active Active
- 2005-12-22 EP EP05028120A patent/EP1700978B1/en not_active Not-in-force
-
2006
- 2006-02-17 US US11/356,220 patent/US7774987B2/en not_active Expired - Fee Related
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US5761854A (en) | 1993-07-19 | 1998-06-09 | Weatherhaven Resources, Ltd. | Collapsible portable containerized shelter |
EP1273743A1 (en) | 2001-07-05 | 2003-01-08 | DORNIER GmbH | Pneumatic wall construction |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010130410A1 (en) * | 2009-05-15 | 2010-11-18 | Gosch Verwaltungs Gmbh & Co. Kg | Beach chair |
DE102009021577B4 (en) * | 2009-05-15 | 2011-09-29 | Gosch Verwaltungs Gmbh & Co. Kommanditgesellschaft | beach chair |
Also Published As
Publication number | Publication date |
---|---|
DE502005005466D1 (en) | 2008-11-06 |
EP1700978A3 (en) | 2007-05-09 |
US20100170162A1 (en) | 2010-07-08 |
EP1700978B1 (en) | 2008-09-24 |
US7774987B2 (en) | 2010-08-17 |
ES2315782T3 (en) | 2009-04-01 |
ATE409263T1 (en) | 2008-10-15 |
DE102005010683B3 (en) | 2006-09-28 |
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