EP2535471B1 - Shelter - Google Patents

Shelter Download PDF

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Publication number
EP2535471B1
EP2535471B1 EP12172302.7A EP12172302A EP2535471B1 EP 2535471 B1 EP2535471 B1 EP 2535471B1 EP 12172302 A EP12172302 A EP 12172302A EP 2535471 B1 EP2535471 B1 EP 2535471B1
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EP
European Patent Office
Prior art keywords
longitudinal
frame
framework
bars
transversal
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EP12172302.7A
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German (de)
French (fr)
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EP2535471A1 (en
Inventor
Stefano Pacetti
Marco De Fazio
Mario Teglia
Carlo D'Harmant
Stefano Baglioni
Marco Vitucci
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Leonardo SpA
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Leonardo SpA
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Priority to PL12172302T priority Critical patent/PL2535471T3/en
Publication of EP2535471A1 publication Critical patent/EP2535471A1/en
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Publication of EP2535471B1 publication Critical patent/EP2535471B1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205Small buildings erected in the open air
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H2001/1283Small buildings of the ISO containers type

Definitions

  • the present invention relates to a shelter.
  • the term "shelter” indicates a prefabricated unit normally used for habitation and/or operational use. Shelters are used, for example, as temporary accommodation when setting up field structures or as operations centres, such as satellite or telephone transmission and reception systems for example.
  • a shelter is usually similar to a container and comprises a parallelepiped framework formed by metal sections that are rigidly connected to each other by standard corner blocks suitable to allow the handling of the shelter, by means of lifting devices or similar, and its securing on the container-carrier trailers of transport vehicles.
  • Panels welded to the framework possibly fitted with doors and/or windows, laterally delimit the shelter and define a closed space therein, which is normally divided by inner walls into a living area and one or more utility compartments suitable for housing, for example, service equipment such as generating sets, air conditioning systems, work equipment, etc.
  • a shelter preferably comply with the ISO standards for containers, to meet demand, it is necessary to make a relatively large number of side panels, in general fitted-out panels, of different longitudinal lengths.
  • U1 discloses a container for the transport of goods comprising a load-bearing rectangular base plate, a frame and a cover plate.
  • the frame comprises two spaced opposing, mutually parallel and aligned walls and two end walls and being coupled to the support plate and to the cover plate by fixing means.
  • the walls comprise side walls, which contain plastic-like materials, carbon-fiber and/or glass-fiber reinforced plastics.
  • GB 2 476 102 A discloses a modular building construction system comprising one or more box shaped modules each with a frame comprising at least four vertical members located at the ends of the module and connected at their top and bottoms by horizontal members.
  • the vertical members have connection fittings mounted and positioned to be compliant with International Standards Organisation (ISO) dimensions for shipping containers although the container itself maybe of non-standard size.
  • ISO International Standards Organisation
  • One or more vertical members may comprise an inner column and a detachable outer column to which the connection fixture is mounted.
  • Each module may contain additional joists, bracing elements and intermediate vertical members.
  • a prefabricated roof may be provided which spans a number of modules.
  • a locking system may be provided to connect adjacent container's connection fittings.
  • US 4 854 094 A discloses a method for converting one or more steel shipping containers into a habitable building at a building site.
  • the method comprises mounting at least one standard steel shipping container on a weight-bearing foundation at the ends thereof.
  • the containers may be in spaced and/or abutting side-by-side relationship; and/or may be mounted one upon another.
  • portions of the inner sidewalls are removed leaving at least narrow flanges extending inwardly from the edges thereof.
  • a roof is installed over the top walls of the containers; a raised floor is installed over the bottom walls of the containers enclosing flanges that extend inwardly from the bottom walls; and a dropped ceiling is installed under the top walls of the containers enclosing flanges that extend inwardly from the top walls.
  • At least one window opening and one door opening are provided in the side and end walls, and a window and a door are installed therein.
  • US 4 599 829 A discloses a modular container building system formed of modular shipping container units, with each unit having a specific building environment function, so that when the units are structurally vertically supportably mounted and horizontally connected, a complete building is formed.
  • a specialized designed selectively actuable tightened locking and self-levelling connector interconnects upper and lower container units to take the bearing force of the building.
  • Adjacently mounted corner units are provided with specialized conduits for utilities and drainage.
  • Inmate cell units and hallway units are arranged to form a highly functional prison or correction facility sub-structure.
  • the object of the present invention is to provide a shelter in which it is possible to limit both the use of tubular sections and the number of side panels to be made to meet market demands.
  • reference numeral 1 indicates, as a whole, a shelter, which is defined by a parallelepiped-shaped body having a substantially horizontal longitudinal axis 2.
  • the shelter 1 is divisible into three main parts, integral with each other and aligned along axis 2:
  • the shelter 1 has a reticular load-bearing structure composed of three frameworks, rigidly connected to each other and comprising a framework 5 for the box 3 and two frameworks 6a and 6b for the end portions 4a and 4b respectively.
  • Framework 5 comprises two right-parallelogram-shaped frames 7a and 7b, which are coaxial with axis 2 and are connected to each other, at the respective vertices, by four longitudinal bars 8 parallel to each other and to axis 2.
  • Frames 7a and 7b have no differences from the structural point of view and therefore, for simplicity, explicit reference will be made to just one of them hereinafter, in particular to frame 7a, indicating the reference regarding the other frame in parentheses, frame 7b in the case in point.
  • Frame 7a (7b) lies on a plane perpendicular to axis 2 and is formed by a pair of transversal bars 9a (9b) parallel to each other and transversal to axis 2 and by a pair of vertical bars 10a (10b) perpendicular to the transversal bars 9a (9b).
  • the longitudinal bars 8, transversal bars 9a (9b) and vertical bars 10a (10b) are all of the same type and are obtained from metal section, in aluminium for example, with an L-shaped section comprising two flat flanges 11 of substantially the same width, defining between them a right dihedral facing axis 2 and possibly stiffened in the inner joint area.
  • Each longitudinal bar 8 is rigidly connected at each of its free axial ends to a respective pair of bars 9a (9b) and 10a (10b) of the respective frame 7a (7b) by a respective corner joint 12, which defines, together with the other corner joints 12, the eight vertices of the box 3.
  • each corner joint 12 is defined by three, substantially square, flat plates 13, each of which is integral with and perpendicular to the other two and is rigidly connected to the flanges 11 of two of the three bars 8, 9a (9b) and 10a (10b) that converge at the corner joint 12 by means of screws or rivets or other similar connection elements.
  • Each corner joint 12 further comprises a respective parallelepipedal tubular appendage 14, which projects from the plate 13 that is coplanar with the frame 7a (7b), is arranged with its two edges substantially coincident with two top edges of the respective corner joint 12 and, as shall be clarified further on, has the function of forming a plug-and-socket coupling between the respective corner joint 12 and a respective longitudinal element of framework 6a or 6b.
  • the box 3 is externally delimited by a plurality of lateral panels comprising a floor 15, a ceiling 16, two transversal walls 17 closing frames 7a and 7b, and two longitudinal walls 18, each one extending between a pair of longitudinal bars 8 and two vertical bars 10a and 10b. All lateral panels 15, 16, 17 and 18 are arranged simply in contact with framework 5 from the inside and are fixed in a removable manner, by means of screws, rivets or the like, to the respective bars of framework 5. As shall be seen in greater detail further on, the side panels, and in particular the transversal walls 17 and longitudinal walls 18, can be fitted out differently and include, for example, doors, windows, various types of openings and a multitude of accessories depending on the final usage of the shelter 1.
  • frameworks 6a and 6b are identical as regards the shape, number and arrangement of their respective components and can only differ regarding their longitudinal size, i.e. the length of the respective end portion 4a or 4b measured parallel to axis 2.
  • longitudinal size i.e. the length of the respective end portion 4a or 4b measured parallel to axis 2.
  • explicit reference will only be made to one of the frameworks 6a and 6b in the following description, in particular to framework 6a, indicating the reference regarding the other framework in parentheses, framework 6b in the case in point.
  • Framework 6a (6b) is arranged facing frame 7a (7b) and comprises, in turn, a frame 19a (19b) that is substantially identical in shape and size to frame 7a (7b), lies on a plane perpendicular to axis 2 and is formed by a pair of transversal tubes 20a (20b), each of which is parallel to and facing a corresponding transversal bar 9a (9b) of frame 7a, and by a pair of vertical tubes 21a (21b), each of which is parallel to and facing a corresponding vertical bar 10a (10b) of frame 7a.
  • Framework 6a (6b) further comprises four longitudinal tubes 22a (22b), each of which extends from a respective corner of frame 19a (19b) to a corresponding corner of frame 7a (7b) and is axially aligned with a respective longitudinal bar 8 of framework 5.
  • the longitudinal tubes 22a (22b), the transversal tubes 20a (20b) and the vertical tubes 21a (21b) are all of the same type and are obtained from a hollow metal section with a square cross-section.
  • Framework 6a (6b) and framework 5 are rigidly connected to each other by plug-and-socket couplings, each of which is made by the insertion of a tubular appendage 14 inside an axial end of the longitudinal tube 22a (22b) aligned with it.
  • plug-and-socket couplings each of which is made by the insertion of a tubular appendage 14 inside an axial end of the longitudinal tube 22a (22b) aligned with it.
  • the end of each longitudinal tube 22a (22b) is fastened to the respective tubular appendage 14 by means of screws or rivets or other similar connection elements.
  • each longitudinal tube 22a (22b) is connected to frame 19a (19b) by a corner block 23, which defines, together with the other corner blocks 23, the vertices of the shelter 1.
  • each corner block 23 connects a longitudinal tube 22a (22b), a transversal tube 20a (20b) and a vertical tube 21a (21b) together and comprises a parallelepiped-shaped block 24 with square faces and three tubular appendages 25, which are identical to tubular appendages 14 and are arranged on three respective faces of the block 24, two-by-two contiguously.
  • each tubular appendage 25 of each corner block 23 projects from the centre of the respective face of the respective block 24 and is firmly planted inside one of the ends of the three longitudinal 22a (22b), transversal 20a (20b) and vertical 21a (21b) tubes that converge to the corner block 23.
  • each tube is fastened to the related tubular appendage 25 by means of screws or rivets or other similar connection elements.
  • each corner block 23 has a hole 26 on each of its two faces opposite to the tubular appendages 25 connected to the transversal tube 20a (20b) and the longitudinal tube 22a (22b), and a substantially elliptical slot 27, arranged with its larger axis parallel to axis 2, on its face opposite to the tubular appendage 25 connected to the vertical tube 21a (21b).
  • the size and shape of the corner blocks 23, the holes 26 and the slots 27 are made in compliance with the ISO 1161 standards for containers in order to allow the shelter 1 to be lifted and secured on any means of transport equipped with standard coupling systems.
  • the longitudinal, transversal and vertical dimensions of the shelter 1 are preferably set in compliance with the ISO 668 standard for containers to allow, together with the ISO 1161 corner blocks, the transportability of the shelter 1 on any trailer equipped with the mentioned standard coupling systems.
  • the standard transversal width is 8 feet
  • the standard height is 8 feet 6 inches
  • the standard longitudinal lengths are 10, 20, 30 and 40 feet.
  • this shelter 1 has a module-based structure (3, 4a, 4b), hereinafter indicated by the term "modular structure”, which enables:
  • Figures 1 , 6 and 7 show three shelters 1 having the same transversal width, the same height and different overall longitudinal lengths, in the cases in point, of 20, 10 and 30 feet.
  • the overall longitudinal length is equal to the sum of the longitudinal length of the box 3, namely the length of the longitudinal bars 8, the length of end portion 4a and the length of the end portion 4b, namely the lengths of the longitudinal tubes 22a and 22b.
  • the length of the box 3 and the lengths of the end portions 4a and 4b can be chosen, based on the needs, from a theoretically infinite multiplicity of solutions, by simply selecting the length of the longitudinal bars 8 and of the longitudinal tubes 22a and 22b.
  • the "modular structure" of the shelter 1 enables an overall size to be reached in compliance with the ISO 668 standard or, in any case, any overall size between the minimum and maximum limits set by standard rules, with evident advantages in terms of simplification and standardization of the structure's design.
  • the modularity of the shelter 1 renders the design of the shelter's mechanical structure advantageously practicable with the aid of software tools able to propose a list of components in conformity with the technical specifications and to check the dimensional and/or functional compatibility of the selected components.
  • the assembly of the shelter 1 does not envisage welding operations on the components.
  • the longitudinal bars 8, transversal bars 9a, 9b and vertical bars 10a, 10b of framework 5 allow the panels to be fastened by removable connection means, such as screws or similar, which, in addition to the simplicity and rapidity of mounting, also allow the removal of the panels for possible substitution on site.
  • the end portions 4a and 4b have respective lengths that are the same and less than the length of the box 3.
  • Figure 5 shows a shelter 1, in which the overall length and the length of the box 3 are the same as those of the shelter in Figure 1 , except that unlike the latter, the end portions 4a and 4b have mutually different lengths, respectively greater than and less than the corresponding lengths of the shelter in Figure 1 .
  • FIG. 10 and 11 A solution for the fitting out and installation of two shelters 1 is shown in Figures 10 and 11 , these being arranged with the respective longitudinal walls 18 side by side and provided with respective openings connected to each other by a tubular accordion-like element 28.
  • One of the two shelters 1 (shown in the foreground of Figure 10 ) is also provided with a door 29, located on the longitudinal wall 18 opposite to the one facing the other shelter 1, and is equipped with solar panels 33 mounted on top of the ceiling 16.
  • the end portions 4a and 4b of both shelters 1 are partially closed by side panels 34, each of which extends between frame 19a (or 19b) and frame 7a (or, respectively, 7b) parallel to a respective longitudinal wall 18 and carries a support and levelling device 35 (of known type) for the respective shelter 1.
  • the side panels 34 and the transversal walls 17 are preferably provided with standard holes and coupling points able to facilitate the housing and fastening of any type of equipment and fittings inside the end portions 4a and 4b.
  • one end portion 4a is dedicated to housing the cable storage reels 36, while the other end portion 4a is closed by a closing panel of the associated frame 19a and houses a fire-fighting system 37.
  • the shelter in Figure 12 is a variant of the shelter 1 shown in the foreground of Figure 10 and differs from the latter in that, for the same overall length of the shelter 1, the ratio between the lengths of the end portions 4a and 4b and the length of the box 3 changes, and in that the door 29 is placed in the middle and not to one side of the respective longitudinal wall 18.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

  • The present invention relates to a shelter. In the following text, the term "shelter" indicates a prefabricated unit normally used for habitation and/or operational use. Shelters are used, for example, as temporary accommodation when setting up field structures or as operations centres, such as satellite or telephone transmission and reception systems for example.
  • From the structural standpoint, a shelter is usually similar to a container and comprises a parallelepiped framework formed by metal sections that are rigidly connected to each other by standard corner blocks suitable to allow the handling of the shelter, by means of lifting devices or similar, and its securing on the container-carrier trailers of transport vehicles. Panels welded to the framework, possibly fitted with doors and/or windows, laterally delimit the shelter and define a closed space therein, which is normally divided by inner walls into a living area and one or more utility compartments suitable for housing, for example, service equipment such as generating sets, air conditioning systems, work equipment, etc.
  • Up to now, shelters suffer from some drawbacks mainly due to the fact that their framework, extended to the entire length of the related shelter, is necessarily made with tubular sections that are heavy and expensive, as the standard corner blocks they are supplied with only connect to tubular sections.
  • Furthermore, because the dimensions of a shelter preferably comply with the ISO standards for containers, to meet demand, it is necessary to make a relatively large number of side panels, in general fitted-out panels, of different longitudinal lengths.
  • DE 20 2008 005946 U1 discloses a container for the transport of goods comprising a load-bearing rectangular base plate, a frame and a cover plate. The frame comprises two spaced opposing, mutually parallel and aligned walls and two end walls and being coupled to the support plate and to the cover plate by fixing means. The walls comprise side walls, which contain plastic-like materials, carbon-fiber and/or glass-fiber reinforced plastics.
  • GB 2 476 102 A discloses a modular building construction system comprising one or more box shaped modules each with a frame comprising at least four vertical members located at the ends of the module and connected at their top and bottoms by horizontal members. The vertical members have connection fittings mounted and positioned to be compliant with International Standards Organisation (ISO) dimensions for shipping containers although the container itself maybe of non-standard size. One or more vertical members may comprise an inner column and a detachable outer column to which the connection fixture is mounted. Each module may contain additional joists, bracing elements and intermediate vertical members. A prefabricated roof may be provided which spans a number of modules. A locking system may be provided to connect adjacent container's connection fittings.
  • US 4 854 094 A discloses a method for converting one or more steel shipping containers into a habitable building at a building site. The method comprises mounting at least one standard steel shipping container on a weight-bearing foundation at the ends thereof. Where two or more containers are used, the containers may be in spaced and/or abutting side-by-side relationship; and/or may be mounted one upon another. Where containers are mounted side-by-side, portions of the inner sidewalls are removed leaving at least narrow flanges extending inwardly from the edges thereof. A roof is installed over the top walls of the containers; a raised floor is installed over the bottom walls of the containers enclosing flanges that extend inwardly from the bottom walls; and a dropped ceiling is installed under the top walls of the containers enclosing flanges that extend inwardly from the top walls. At least one window opening and one door opening are provided in the side and end walls, and a window and a door are installed therein.
  • US 4 599 829 A discloses a modular container building system formed of modular shipping container units, with each unit having a specific building environment function, so that when the units are structurally vertically supportably mounted and horizontally connected, a complete building is formed. A specialized designed selectively actuable tightened locking and self-levelling connector interconnects upper and lower container units to take the bearing force of the building. Adjacently mounted corner units are provided with specialized conduits for utilities and drainage. Inmate cell units and hallway units are arranged to form a highly functional prison or correction facility sub-structure.
  • The object of the present invention is to provide a shelter in which it is possible to limit both the use of tubular sections and the number of side panels to be made to meet market demands.
  • In accordance with the present invention, a shelter is made according to that claimed in the appended claims.
  • The present invention will now be described with reference to the attached drawings, which illustrate some non-limitative embodiments, where:
    • Figure 1 shows a perspective view, with some parts removed for clarity, of a first preferred embodiment of the shelter of the present invention;
    • Figure 2 is an exploded view of the shelter in Figure 1;
    • Figures 3 and 4 show, on an enlarged scale, respective details of Figure 2;
    • Figures 5, 6, 7 and 8 show respective variants of the shelter in Figure 1;
    • Figure 9 shows perspective views of a series of fitted-out panels suitable for being mounted on a shelter made according to the present invention;
    • Figure 10 shows a perspective view of an example of the fitting out and installation of two shelters from Figure 1;
    • Figure 11 show a side elevation of the shelters in Figure 10; and
    • Figure 12 show a side elevation of a variant of one of the shelters in Figure 11.
  • In Figure 1, reference numeral 1 indicates, as a whole, a shelter, which is defined by a parallelepiped-shaped body having a substantially horizontal longitudinal axis 2.
  • Schematically, the shelter 1 is divisible into three main parts, integral with each other and aligned along axis 2:
    • a central parallelepiped-shaped box 3, preferable destined for use as a living and/or operations area, and
    • due end portions 4a and 4b, that extend from respective longitudinally opposite ends of the box 3 and are preferable destined for being used as utility compartments, for example, for housing electrical and/or power systems and work equipment.
  • According to that shown in Figures 1 and 2, the shelter 1 has a reticular load-bearing structure composed of three frameworks, rigidly connected to each other and comprising a framework 5 for the box 3 and two frameworks 6a and 6b for the end portions 4a and 4b respectively.
  • Framework 5 comprises two right-parallelogram- shaped frames 7a and 7b, which are coaxial with axis 2 and are connected to each other, at the respective vertices, by four longitudinal bars 8 parallel to each other and to axis 2.
  • Frames 7a and 7b have no differences from the structural point of view and therefore, for simplicity, explicit reference will be made to just one of them hereinafter, in particular to frame 7a, indicating the reference regarding the other frame in parentheses, frame 7b in the case in point.
  • Frame 7a (7b) lies on a plane perpendicular to axis 2 and is formed by a pair of transversal bars 9a (9b) parallel to each other and transversal to axis 2 and by a pair of vertical bars 10a (10b) perpendicular to the transversal bars 9a (9b).
  • The longitudinal bars 8, transversal bars 9a (9b) and vertical bars 10a (10b) are all of the same type and are obtained from metal section, in aluminium for example, with an L-shaped section comprising two flat flanges 11 of substantially the same width, defining between them a right dihedral facing axis 2 and possibly stiffened in the inner joint area.
  • Each longitudinal bar 8 is rigidly connected at each of its free axial ends to a respective pair of bars 9a (9b) and 10a (10b) of the respective frame 7a (7b) by a respective corner joint 12, which defines, together with the other corner joints 12, the eight vertices of the box 3.
  • According to that shown in Figures 1 and 3, each corner joint 12 is defined by three, substantially square, flat plates 13, each of which is integral with and perpendicular to the other two and is rigidly connected to the flanges 11 of two of the three bars 8, 9a (9b) and 10a (10b) that converge at the corner joint 12 by means of screws or rivets or other similar connection elements.
  • Each corner joint 12 further comprises a respective parallelepipedal tubular appendage 14, which projects from the plate 13 that is coplanar with the frame 7a (7b), is arranged with its two edges substantially coincident with two top edges of the respective corner joint 12 and, as shall be clarified further on, has the function of forming a plug-and-socket coupling between the respective corner joint 12 and a respective longitudinal element of framework 6a or 6b.
  • The box 3 is externally delimited by a plurality of lateral panels comprising a floor 15, a ceiling 16, two transversal walls 17 closing frames 7a and 7b, and two longitudinal walls 18, each one extending between a pair of longitudinal bars 8 and two vertical bars 10a and 10b. All lateral panels 15, 16, 17 and 18 are arranged simply in contact with framework 5 from the inside and are fixed in a removable manner, by means of screws, rivets or the like, to the respective bars of framework 5.
    As shall be seen in greater detail further on, the side panels, and in particular the transversal walls 17 and longitudinal walls 18, can be fitted out differently and include, for example, doors, windows, various types of openings and a multitude of accessories depending on the final usage of the shelter 1.
  • According to that shown in Figures 1 and 2, frameworks 6a and 6b are identical as regards the shape, number and arrangement of their respective components and can only differ regarding their longitudinal size, i.e. the length of the respective end portion 4a or 4b measured parallel to axis 2. For this reason, and for motives of simplicity, explicit reference will only be made to one of the frameworks 6a and 6b in the following description, in particular to framework 6a, indicating the reference regarding the other framework in parentheses, framework 6b in the case in point.
  • Framework 6a (6b) is arranged facing frame 7a (7b) and comprises, in turn, a frame 19a (19b) that is substantially identical in shape and size to frame 7a (7b), lies on a plane perpendicular to axis 2 and is formed by a pair of transversal tubes 20a (20b), each of which is parallel to and facing a corresponding transversal bar 9a (9b) of frame 7a, and by a pair of vertical tubes 21a (21b), each of which is parallel to and facing a corresponding vertical bar 10a (10b) of frame 7a.
  • Framework 6a (6b) further comprises four longitudinal tubes 22a (22b), each of which extends from a respective corner of frame 19a (19b) to a corresponding corner of frame 7a (7b) and is axially aligned with a respective longitudinal bar 8 of framework 5.
  • The longitudinal tubes 22a (22b), the transversal tubes 20a (20b) and the vertical tubes 21a (21b) are all of the same type and are obtained from a hollow metal section with a square cross-section.
  • Framework 6a (6b) and framework 5 are rigidly connected to each other by plug-and-socket couplings, each of which is made by the insertion of a tubular appendage 14 inside an axial end of the longitudinal tube 22a (22b) aligned with it. To ensure stability of the connection, the end of each longitudinal tube 22a (22b) is fastened to the respective tubular appendage 14 by means of screws or rivets or other similar connection elements.
  • At the opposite axial end, each longitudinal tube 22a (22b) is connected to frame 19a (19b) by a corner block 23, which defines, together with the other corner blocks 23, the vertices of the shelter 1.
  • In particular, according to that shown in Figures 1 and 4, each corner block 23 connects a longitudinal tube 22a (22b), a transversal tube 20a (20b) and a vertical tube 21a (21b) together and comprises a parallelepiped-shaped block 24 with square faces and three tubular appendages 25, which are identical to tubular appendages 14 and are arranged on three respective faces of the block 24, two-by-two contiguously.
  • In particular, each tubular appendage 25 of each corner block 23 projects from the centre of the respective face of the respective block 24 and is firmly planted inside one of the ends of the three longitudinal 22a (22b), transversal 20a (20b) and vertical 21a (21b) tubes that converge to the corner block 23. To ensure stability of the connection, each tube is fastened to the related tubular appendage 25 by means of screws or rivets or other similar connection elements.
  • Lastly, each corner block 23 has a hole 26 on each of its two faces opposite to the tubular appendages 25 connected to the transversal tube 20a (20b) and the longitudinal tube 22a (22b), and a substantially elliptical slot 27, arranged with its larger axis parallel to axis 2, on its face opposite to the tubular appendage 25 connected to the vertical tube 21a (21b).
  • Preferably, the size and shape of the corner blocks 23, the holes 26 and the slots 27 are made in compliance with the ISO 1161 standards for containers in order to allow the shelter 1 to be lifted and secured on any means of transport equipped with standard coupling systems.
  • For the same reason, although they can be of any size, the longitudinal, transversal and vertical dimensions of the shelter 1 are preferably set in compliance with the ISO 668 standard for containers to allow, together with the ISO 1161 corner blocks, the transportability of the shelter 1 on any trailer equipped with the mentioned standard coupling systems. In particular, according to the mentioned ISO 668 standard, the standard transversal width is 8 feet, the standard height is 8 feet 6 inches, and the standard longitudinal lengths are 10, 20, 30 and 40 feet.
  • From the foregoing description, it can be deduced that, unlike known shelters, which have a monolithic structure, this shelter 1 has a module-based structure (3, 4a, 4b), hereinafter indicated by the term "modular structure", which enables:
    • moving the corner blocks 23 on the end portions 4a and 4b, with the consequent possibility of simplifying and considerably lightening the structure of framework 5 by the adoption of bars constituted by L-shaped sections and the corner joints 12;
    • varying, within relatively broad limits and according to needs, the position of box 3 along the shelter 1 by simply varying the length of the longitudinal tubes 22a and 22b;
    • pre-assembling frames 19a and 19b, the dimensions of which can be varied by simply changing the lengths of the transversal tubes 20a and 20b and the vertical tubes 21a and 21b;
    • considerably reducing installation times and costs with respect to traditional shelters and, at the same time, offering an extremely flexible solution adaptable to all application requirements; and
    • satisfying market demands with a minimum number of boxes 3 being proposed, with a consequent reduction in the associated side panels (15-18) "in the catalogue".
  • Figures 1, 6 and 7 show three shelters 1 having the same transversal width, the same height and different overall longitudinal lengths, in the cases in point, of 20, 10 and 30 feet.
  • In the shelter 1 shown in the attached figures, the overall longitudinal length is equal to the sum of the longitudinal length of the box 3, namely the length of the longitudinal bars 8, the length of end portion 4a and the length of the end portion 4b, namely the lengths of the longitudinal tubes 22a and 22b.
  • It follows that, once the overall length L that the shelter 1 must have is decided, the length of the box 3 and the lengths of the end portions 4a and 4b can be chosen, based on the needs, from a theoretically infinite multiplicity of solutions, by simply selecting the length of the longitudinal bars 8 and of the longitudinal tubes 22a and 22b.
  • In other words, by simply varying the length of the longitudinal components and adapting the size of the panels, the "modular structure" of the shelter 1 enables an overall size to be reached in compliance with the ISO 668 standard or, in any case, any overall size between the minimum and maximum limits set by standard rules, with evident advantages in terms of simplification and standardization of the structure's design.
  • In this regard, the modularity of the shelter 1 renders the design of the shelter's mechanical structure advantageously practicable with the aid of software tools able to propose a list of components in conformity with the technical specifications and to check the dimensional and/or functional compatibility of the selected components.
  • Another advantage consists in that, unlike traditional shelters, the assembly of the shelter 1 does not envisage welding operations on the components. In particular, the longitudinal bars 8, transversal bars 9a, 9b and vertical bars 10a, 10b of framework 5 allow the panels to be fastened by removable connection means, such as screws or similar, which, in addition to the simplicity and rapidity of mounting, also allow the removal of the panels for possible substitution on site.
  • In each of the shelter 1 shown in Figures 1, 6 and 7, the end portions 4a and 4b have respective lengths that are the same and less than the length of the box 3.
  • Figure 5 shows a shelter 1, in which the overall length and the length of the box 3 are the same as those of the shelter in Figure 1, except that unlike the latter, the end portions 4a and 4b have mutually different lengths, respectively greater than and less than the corresponding lengths of the shelter in Figure 1.
  • The above-stated considerations also hold for the shelter 1 in Figure 8 compared to the shelter in Figure 7.
  • Four types of fitted-out panels are show in Figure 9 by way of example. In particular, the following are shown:
    • a longitudinal wall 18 having an opening surrounded by a tubular accordion-like element 28, which is extended, in use, between the above-mentioned opening and an opening on the other shelter so as to define a passageway tunnel between the two shelters;
    • a longitudinal wall 18 fitted with a door 29 and lighting appliances 30;
    • a longitudinal wall 18 fitted with a multifunction connector 31; and
    • a longitudinal wall 18 fitted with openings closed by horizontally pivoted hatches 32.
  • A solution for the fitting out and installation of two shelters 1 is shown in Figures 10 and 11, these being arranged with the respective longitudinal walls 18 side by side and provided with respective openings connected to each other by a tubular accordion-like element 28. One of the two shelters 1 (shown in the foreground of Figure 10) is also provided with a door 29, located on the longitudinal wall 18 opposite to the one facing the other shelter 1, and is equipped with solar panels 33 mounted on top of the ceiling 16.
  • The end portions 4a and 4b of both shelters 1 are partially closed by side panels 34, each of which extends between frame 19a (or 19b) and frame 7a (or, respectively, 7b) parallel to a respective longitudinal wall 18 and carries a support and levelling device 35 (of known type) for the respective shelter 1. The side panels 34 and the transversal walls 17 are preferably provided with standard holes and coupling points able to facilitate the housing and fastening of any type of equipment and fittings inside the end portions 4a and 4b.
  • In the example shown, one end portion 4a is dedicated to housing the cable storage reels 36, while the other end portion 4a is closed by a closing panel of the associated frame 19a and houses a fire-fighting system 37.
  • The shelter in Figure 12 is a variant of the shelter 1 shown in the foreground of Figure 10 and differs from the latter in that, for the same overall length of the shelter 1, the ratio between the lengths of the end portions 4a and 4b and the length of the box 3 changes, and in that the door 29 is placed in the middle and not to one side of the respective longitudinal wall 18.

Claims (2)

  1. A shelter having a predetermined standard length and a longitudinal axis (2), and comprising a parallelepiped-shaped central element or module (3) and two parallelepiped-shaped end elements or modules (4a, 4b), which are aligned with the central module (3) along the longitudinal axis (2) and are rigidly connected to the central module (3) at respective opposite axial ends of the central module (3); the central module (3) has a first length shorter than said standard length, and the end modules (4a, 4b) have respective second and third lengths, which are equal or different, but are complementary lengths so that their sum is equal to the difference between the standard length and the first length; the shelter (1) comprising a plurality of ISO-standard corner blocks (23) defining respective external vertices of the shelter (1);
    wherein the central module (3) comprises a first framework (5) comprising a plurality of bars (8, 9a, 9b, 10a, 10b) and is closed by panels (15, 16, 17, 18) carried by the first framework (5), and each end module (4a; 4b) comprises a respective second framework (6a; 6b), structurally independent from the first framework (5) and comprising a plurality of tubes (20a, 20b, 21a, 21b, 22a, 22b) connected to one another by means of said ISO-standard corner blocks (23);
    wherein the panels (15, 16, 17, 18) are arranged simply in contact with the framework (5) from the inside and are fixed in a removable manner, by means of screws, rivets or the like, to the respective bars (8, 9a, 9b, 10a, 10b) of the framework (5);
    wherein the first framework (5) comprises two first frames (7a, 7b), which are identical, are right-parallelogram-shaped, are aligned to and spaced apart from one another along said longitudinal axis (2) and lie on respective planes perpendicular to the longitudinal axis (2); each first frame (7a, 7b) comprises a pair of transversal bars (9a, 9b), and a pair of vertical bars (10a, 10b) arranged at right angles to the transversal bars (9a, 9b); wherein the first framework (5) further comprises four longitudinal bars (8), each of which is parallel to said longitudinal axis (2) and extends from an edge of a first frame (7a; 7b) to a corresponding edge of the other first frame (7b; 7a);
    wherein, at each axial end, each longitudinal bar (8) is rigidly connected to an end of a respective transversal bar (9a; 9b) and to an end of a respective vertical bar (10a; 10b) by means of a corner joint (12), which defines, with the other corner joints (12), the eight vertices of the central module (3);
    wherein each of said bars (8, 9a, 9b, 10a, 10b) is a metal L-shaped bar comprising two flat flanges (11) having substantially the same width and defining therebetween a right dihedral facing the longitudinal axis (2);
    wherein each corner joint (12) is defined by three flat plates (13), each of which is integral with and perpendicular to the other two plates (13) and is rigidly connected, by means of screws, rivets or other analogous fastening means, to the flanges (11) of two of the three bars (8, 9a, 9b, 10a, 10b) that converge to the corner joint (12) ;
    wherein the form, the number and the arrangement of the respective components of said second frameworks (6a; 6b) are the same and can only differ with regard to their longitudinal dimension, i.e. the length, measured parallel to said longitudinal axis (2), of the respective end module (4a, 4b);
    wherein each second framework (6a; 6b) comprises a second frame (19a; 19b), which faces a respective first frame (7a; 7b), has a form and dimensions identical to those of the first frames (7a, 7b), lies on a plane perpendicular to the longitudinal axis (2), and comprises a pair of transversal tubes (20a, 20b) and a pair of vertical tubes (21a, 21b) which are arranged at right angles to the transversal tubes (20a, 20b); each second framework (6a; 6b) further comprises four longitudinal tubes (22a, 22b), each of which is parallel to the longitudinal axis (2), extends from an edge of a second frame (19a; 19b) to an edge of a facing first frame (7a; 7b), and is aligned to a corresponding longitudinal bar (8);
    wherein said transversal tubes (20a, 20b), vertical tubes (21a, 21b) and longitudinal tubes (22a, 22b) are hollow metal sections with a square cross section, each longitudinal tube (22a; 22b) being connected, at one axial end, to an end of a transversal tube (20a; 20b) and an end of a vertical tube (21a; 21b) by means of a said ISO-standard corner block (23);
    wherein, at its axial end facing the first frame (7a; 7b), each longitudinal tube (22a; 22b) is rigidly connected to a respective said corner joint (12) by means of a plug-and-socket coupling; and
    wherein each corner joint (12) has a projecting element (14), which projects from the respective first frame (7a; 7b) toward the second frame (19a; 19b) facing the first frame (7a; 7b) and is fitted inside an axial end of a respective said longitudinal tube (22a; 22b) to define the respective said plug-and-socket coupling.
  2. A shelter as claimed in claim 1, wherein said panels (15, 16, 17, 18) are releasably mounted on the first framework (5), are, at least in part, fitted-out panels, and comprise a floor (15), a ceiling (16), two transversal walls (17) each closing a respective first frame (7a; 7b) and two longitudinal walls (18), each of which extends between a respective pair of longitudinal bars (8) and two respective vertical bars (10a, 10b).
EP12172302.7A 2011-06-15 2012-06-15 Shelter Active EP2535471B1 (en)

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US20130036702A1 (en) 2013-02-14
ITTO20120520A1 (en) 2012-12-16
EP2535471A1 (en) 2012-12-19

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