EP2852723A1 - Structure de cadre métallique, kit pour logement mobile, logement mobile et profilé creux - Google Patents

Structure de cadre métallique, kit pour logement mobile, logement mobile et profilé creux

Info

Publication number
EP2852723A1
EP2852723A1 EP13727036.9A EP13727036A EP2852723A1 EP 2852723 A1 EP2852723 A1 EP 2852723A1 EP 13727036 A EP13727036 A EP 13727036A EP 2852723 A1 EP2852723 A1 EP 2852723A1
Authority
EP
European Patent Office
Prior art keywords
profiles
longitudinal
profile
roof
main
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.)
Granted
Application number
EP13727036.9A
Other languages
German (de)
English (en)
Other versions
EP2852723B1 (fr
Inventor
Mohammad EHSASI
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ehsasi Mohammad
Original Assignee
Innovac Gesellschaft fur Vakuumphysik mbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Innovac Gesellschaft fur Vakuumphysik mbH filed Critical Innovac Gesellschaft fur Vakuumphysik mbH
Publication of EP2852723A1 publication Critical patent/EP2852723A1/fr
Application granted granted Critical
Publication of EP2852723B1 publication Critical patent/EP2852723B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34331—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by three-dimensional elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/005—Modulation co-ordination
    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/06—Office buildings; Banks
    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small 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
    • E04H1/1205—Small buildings erected in the open air
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
    • E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B2001/5881—Connections for building structures in general of bar-shaped building elements using an undercut groove, e.g. dovetail groove
    • 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
    • E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12—Small 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
    • E04H2001/1283—Small buildings of the ISO containers type

Definitions

  • the invention is in the field of container-shaped, modular and mobile homes.
  • Such dwellings may in particular be residential containers, office containers or room cells. These serve to provide spaces for living and / or working in places where they are needed temporarily and temporarily. examples for this are
  • the mobile housing must be certain
  • the dwelling must be stable enough to defy possible strong weather and possibly also to be stackable to a residential or working area.
  • a metallic frame structure having the features of claim 1, by a kit having the features of claim 15, by a dwelling having the features of claim 16 and by a hollow profile having the features of claim 18.
  • the invention is based on the idea of providing a system of profiles for the assembly of a mobile home, wherein the profiles first in a simple and secure manner to a frame structure of
  • this frame structure can be um further wall, roof and floor elements can be extended to form the complete dwelling.
  • the profiles are releasably connectable to each other, ie in particular by means of plug-in, clamping and / or screw connections.
  • the devices described herein have a number of advantages due to the use of profiles having arbitrarily configurable longitudinal structures. They can provide a consistent and systematic way of constructing relatively stable and rigid metal frame structures that are portable and stackable. They allow easy assembly, size-flexible design, high mobility and efficient assembly and disassembly. They allow many functionalities due to the large number of possible longitudinal structural designs, a fast
  • the container-shaped, modular and mobile housing is one in itself
  • the metallic frame structure and thus also the mobile housing formed therefrom preferably has a length of at least 2, 3, 4, 5 or 6 meters, a width of at least 1, 1, 5 or 2 meters and / or a height of at least 1.1 , 5, 2 or 2.5 meters up.
  • the dwelling has the dimensions of a 20-foot or a 40-foot ISO container.
  • the mobile housing may have a width of up to 3 meters, a length of up to 10 or 13 meters and / or a height of up to 3 meters, optionally in combination with one of the aforementioned dimensions.
  • the metallic frame structure comprises a lower floor frame, an upper roof frame and vertical columns, in particular four such columns along vertical edges of the frame structure connecting the two floor and roof frames together.
  • Floor frame is formed from horizontal main floor profiles, which are detachably connected to each other.
  • the preferably rectangular roof frame is formed from horizontal main roof profiles, which are detachably connected to each other.
  • Floor main profile and main roof profile can also be referred to as a floor support or roof rack, while the vertical supports or support profiles can be referred to as vertical support.
  • the vertically arranged support profiles connect the floor frame to the roof frame in a parallel arrangement at a vertical distance from each other, by means of a detachable connection.
  • a rigid connection between the two frames is formed by means of the support profiles.
  • the support profiles are designed and arranged such that in a stacking two or a plurality of frame structures, or a stack of two dwellings each comprising such a frame structure, a
  • stacked further frame structure or further housing is mainly supported by the vertical support profiles.
  • the support of an upper frame structure substantially only by means of the support profiles of the lower frame structure.
  • the load distribution is so little or not at all, for example, wall elements that complete the dwelling, but need not absorb or transfer forces themselves.
  • Each support profile forms in each case by means of the adjacent main floor profiles of the floor frame a Bodenecktell and by means of the adjacent roof main profiles of the roof frame a Dacheckriv.
  • Corner joints not only play an important role in the connection of the horizontal and vertical main beams, ie the frame main profiles, the roof main profiles and the support profiles. But they also form the
  • Lifting points for example in the implementation by means of a crane.
  • several dwellings or frame structures can be firmly connected to each other at their corners or fixed to each other.
  • at these corners are the entry and exit points for rainwater.
  • Support profiles is a hollow profile made of metal, which has a longitudinal structure extending along the profile longitudinal direction and emanating from a profile outer surface, as a longitudinal increase or longitudinal recess
  • Profile outer surface transverse to the profile longitudinal direction has a neck width of less than 20, 15 or 10 millimeters.
  • the hollow profile can partially or completely a round, a circular, an oval, a
  • the longitudinal structure is formed starting from a profile outer surface means that it is geometrically viewed from a circumference of the Cross-section of the hollow profile protrudes inwards or outwards.
  • the approach of the longitudinal structure is in this case on the circumference of the cross section and has along the circumference, and thus transversely or perpendicular to the profile longitudinal direction a maximum extent of 10, 15 or 25 millimeters.
  • the longitudinal structure protrudes inward from the projection on the circumference of the hollow profile cross-section, it is a longitudinal depression or longitudinal groove, that is to say a groove which extends along the profile longitudinal direction.
  • a longitudinal increase ie an increase on the hollow profile along the
  • Hollow profile cross section protrudes outwards.
  • the longitudinal structures discussed here also each have a height, ie an extent perpendicular to the hollow profile surface measured from the neck or the circumference of the hollow profile cross-section to the inside or to the outside, of at least 5, 10, 15, 20 or 25 millimeters or more. This means that the longitudinal structure protrudes at least at this height from the circumference of the cross section of the hollow profile to a longitudinal groove inside or at a longitudinal increase to the outside.
  • the longitudinal structure serves to provide mounting opportunities for releasable connections of elements to the hollow profile.
  • the longitudinal structure serves to provide mounting opportunities for releasable connections of elements to the hollow profile.
  • a longitudinal structure in the form of a longitudinal increase in the support profile can serve to provide a contact surface for applying the
  • stacking or stacking plates are provided, which the support profiles upwards and / or downwards to lock. They form bearing surfaces to distribute the load of stacked frame structures or dwellings on the respective underlying support profiles.
  • reinforcing elements can be provided in the form of reinforcing inserts or reinforcing sleeves, which are inserted at the joints in adjacent hollow profile, both to facilitate the assembly as a guide elements, as well as to stabilize the compounds themselves.
  • angle members and mounting brackets may be provided to reinforce the floor corner joint and / or the roof corner joint.
  • the hollow profile with the longitudinal structure can be formed in low-cost embodiments of an extruded aluminum profile. With the extrusion process very complicated profile structures of almost any length can be produced. However, in order to produce hollow profiles with higher stability and carrying capacity, it is advantageous to produce them from sheet metal, in particular from sheet steel.
  • the hollow profile is formed with the longitudinal structure of a one-piece, two-piece or multi-piece bent and welded along the profile longitudinal direction sheet metal, preferably sheet steel, wherein the outgoing of the profile outer surface longitudinal structure is formed by bending. Instead of welding, others may alternatively be used
  • connection methods are used to close the bent metal sheets along the profile longitudinal direction, so that a hollow profile is formed.
  • the metal sheet preferably has a thickness of at least 1, 2, 3 or 4 millimeters, but preferably the metal sheet thickness is between 2 and 5 millimeters.
  • the welding of the bent metal sheet along the profile longitudinal direction can significantly increase the flexural rigidity and the strength of the profile, in particular under pressure along the profile longitudinal direction.
  • the bending of the metal sheet can be carried out with simple profile structures by means of a press brake. However, it is for the present
  • Welding can take up to 6 or 8 hours of work.
  • the longitudinal structure in the form of a longitudinal increase may be a folding, doubling or folding of the metal sheet.
  • the lug width is only about as large as twice the sheet metal thickness, and the metal on one side of the fold contacts the metal on the other side of the fold.
  • Millimeter range for example, can be easily pierced to to allow along the profile longitudinal direction arbitrarily placeable screw.
  • the longitudinal structure When viewing the hollow profile in cross-section, the longitudinal structure preferably has a finger-shaped, triangular, rectangular, square, T-shaped, dovetail-shaped or circular cross-section.
  • the longitudinal structure widens from the approach. This means that the longitudinal structure along the circumference of the hollow profile has a smaller width (equal to the approach width), as far away from
  • Scope This is particularly advantageous in a longitudinal groove, which can then accommodate a sliding block, along the profile longitudinal direction in the
  • Longitudinal groove can be moved as desired. If the nut is a
  • the longitudinal structure of the hollow profile is formed in such embodiments as a longitudinal groove in which a sliding block is arranged with an internal thread, wherein by means of the sliding block a screw connection is formed by means of one of the main floor profiles, roof main profiles and / or support profiles with another of the main floor profiles , Main roof profiles and / or support profiles is releasably connected.
  • a screw connection is formed by means of one of the main floor profiles, roof main profiles and / or support profiles with another of the main floor profiles , Main roof profiles and / or support profiles is releasably connected.
  • such a screw can also serve to attach other elements such as secondary floor profiles or secondary roof profiles to the main floor profiles or roof main profiles.
  • Hollow sections as a longitudinal increase or longitudinal grooves is formed such that it forms a contact edge for applying a portion of the main floor profiles, roof main profiles and / or support profiles.
  • stretched contact edge may be formed on a first main floor profile, roof main profile and / or support profile to allow an application of a second profile, which is to be connected to the first profile.
  • This contact edge supports and supports the secure connection and also serves as a guide element when arranging the profiles to be joined.
  • the hollow profile has two longitudinal structures formed as longitudinal elevations, which form between them a longitudinal channel, in particular a C- or U-shaped longitudinal channel.
  • a longitudinal channel in particular a C- or U-shaped longitudinal channel.
  • the longitudinal channel in certain embodiments receives a portion of another profile.
  • the longitudinal channel may be formed on the support profile and the end or de end face of a floor and / or
  • the longitudinal channel may be formed as a gutter and / or sewer.
  • the longitudinal channel can serve in advantageous embodiments for receiving wall, floor or roof elements.
  • a C- or U-shaped longitudinal channel can also be formed by means of only one longitudinal increase in the present sense, which forms a boundary of the longitudinal channel.
  • the further limitation of the longitudinal channel is formed by means of an edging, for example a 90-degree edging.
  • the hollow profile may, as required, in advantageous embodiments have at least two, three, four or five longitudinal structures, which are each formed as a longitudinal increase or Lssensnute.
  • the support profiles may have four longitudinal elevations, which in pairs each form a longitudinal channel for applying the floor and roof main profiles.
  • the bottom main profiles may, in turn, for example, have two triangular or T-shaped longitudinal grooves, in which sliding blocks are arranged with threaded holes, and a longitudinal channel for receiving wall elements and a longitudinal recess or longitudinal grooves for receiving floor elements.
  • the main roof profiles may each have one or two longitudinal grooves in which sliding blocks are arranged with threaded holes, a longitudinal channel for receiving wall elements, a longitudinal channel lying opposite the gutter and a longitudinal increase in the form of a fold for holding a roof element.
  • the main floor profiles each have one or two longitudinal grooves and one or two longitudinal elevations, the main roof profiles in each case one or two longitudinal grooves and one or two longitudinal elevations and the support profiles in each case two, three or four longitudinal elevations.
  • Main floor profiles are detachably connected, and / or secondary roof profiles, which are each arranged between two parallel roof main profiles and detachably connected to the two parallel main roof profiles, the secondary floor profiles are supported or mounted by longitudinal structures of the main floor profiles and / or supported the secondary roof profiles by longitudinal structures of the roof main profiles are.
  • the secondary roof profiles form part of the roof frame and serve for their horizontal stiffening. In addition, they provide additional support surfaces for roofing elements or for a roof covering, which can be arranged thereon to close the housing upwards.
  • Floor elements are arranged to close the housing down and to provide a walk-in interior space. If the
  • Base surface of the frame structure or the dwelling is rectangular, that is, if two of the main floor profiles or the
  • Secondary soil profiles or secondary soil profiles preferably attached to the longer main floor profiles or roof main profiles.
  • Longitudinal structure of the hollow profile is formed as a longitudinal groove in which a sliding block is arranged with an internal thread, wherein by means of Nutenstein a screw connection is formed by means of the
  • Secondary profiles are detachably connected to the main floor profiles and / or main roof profiles.
  • the longitudinal groove is thus formed on one or more of the main floor profiles and / or main roof profiles, preferably along the longer main floor profiles or main roof profiles.
  • the hollow profile has two parallel juxtaposed longitudinal grooves, which can be used to
  • the longitudinal structure of the hollow profile is formed as a longitudinal groove, in each of which a holding portion or male element of the secondary profiles engages to form plug connections between the hollow profile and the secondary profiles.
  • the secondary floor profiles are designed as open C or I profiles.
  • the secondary floor profiles are each formed as a hollow profile of a one-piece, two-piece or multi-piece bent metal sheet, preferably steel sheet.
  • the secondary floor profiles can be fastened by means of screw connections to the floor or roof main profiles.
  • a section or a plug-in element of a secondary floor profile can engage in a longitudinal groove of the floor or roof main profile,
  • the metallic frame structure described herein in all its possible embodiments, can be used to form a container-shaped, modular and mobile housing, in particular a living container, an office container or a room cell. This will be done at the
  • the wall elements, roof elements and / or floor elements may in particular have heat insulating means and they may preferably be formed refractory. Further, one or more of these elements may include openings for doors, windows, vents and the like.
  • Wall elements, roof elements and / or floor elements at respective longitudinal elevations and / or in respective longitudinal grooves of the main floor profiles, main roof profiles and / or support profiles are arranged.
  • the metallic frame structure or the container-shaped, modular and mobile housing with the frame structure is preferably provided in the form of a kit. So this kit includes the floor and
  • Roof main profiles either singly or in a form combined to the floor frame or roof frame, as well as the support profiles.
  • the kit can be stored in the folded state to save space and easily transported.
  • FIG. 1 is a perspective view of a frame structure according to a preferred embodiment
  • FIG. 2 is an exploded view of the frame structure of FIG. 1;
  • FIG. Fig. 3 is a Bodeneckitati a frame structure with wall and
  • Fig. 4 is a partial exploded view of the Bodeneckitati from FIG.
  • Fig. 5 is a Dacheckinstitut a frame structure with wall
  • Fig. 6 is a partial exploded view of the Dacheckitati of Figure 5 without wall and roof elements and secondary roof profile.
  • Figure 7 is a bottom or roof main profile and an associated secondary profile.
  • Fig. 8 shows the profiles of FIG. 7, which by means of a plug connection
  • FIG. 13 shows a cross section of an imaginary hollow profile for clarification and explanation of different longitudinal structural embodiments.
  • FIG. 1 shows a perspective view of a frame structure for a mobile home, in particular for an office container, a living container or a room cell.
  • the frame structure has a cuboid structure with a bottom frame and a roof frame, which are interconnected via the support profiles 3.
  • the floor frame is made of four over the
  • Support profiles 3 interconnected main floor profiles 1 and a plurality of secondary floor profiles 41 formed, which are arranged between the two longer main floor profiles 1 and mounted on these.
  • Support profiles 3 main roof profiles 2 and a plurality of secondary roof profiles 42 the
  • the main floor profiles 1 are detachably connected to the supporting profiles 3 at floor corner joints, while the main roof profiles 2 are connected to the support profiles 3 to roofing joints. These corner joints form
  • FIG. 1 is an exploded view of the frame structure of FIG. 1. It can be seen here that the support profiles 3 are each terminated on both sides with stacking plates 31. On the one hand, a stacking plate 31 serves to protect the interior of the associated support profile 3 from contamination and water.
  • Secondary floor profiles 41 and the secondary roof profiles 42 by I-profiles also called double T-beam or double T-profiles.
  • I-profiles also called double T-beam or double T-profiles.
  • others can Types of profiles, in particular profiles of bent and preferably welded along a longitudinal direction to hollow profiles
  • FIGS. 3 and 4 One possible implementation of a floor corner joint is illustrated in FIGS. 3 and 4, wherein FIG. 3 is a three-dimensional sectional drawing and FIG. 4 is an exploded view of the floor corner joint.
  • the connection of two meeting on the support section 3 bottom main sections 11, 12 is formed over the support section 3.
  • the main floor profiles 11, 12 is a long bottom main profile 11, which along a length of the
  • Frame structure extends, and a short main floor profile 12 of the
  • the support profile 3 has a substantially square
  • each longitudinal structure 74, 75 form the boundaries of a longitudinal channel 82 along the profile longitudinal direction of the
  • Bottom main profiles 11, 12 inserted and fixed by means of screws.
  • the screws are inserted through holes in the longitudinal structures 74, 75.
  • the voltage applied to the support profile 3 end faces of the main floor profiles 11, 12 are reinforced by means of inserted reinforcing sleeves 32 to avoid an undesired profile bending there.
  • the support profile 3 is closed at the bottom by a stacking plate 31, which also provides a contact surface for the ends of the main floor profiles 11, 12.
  • the two main floor profiles 11, 12 have substantially the same cross-section. Its cross section is rectangular and with a total of four
  • longitudinal structures 71, 72, 73 provided.
  • Two of the longitudinal structures 71 are formed as longitudinal grooves with a T-shaped cross-section, with a narrow neck at their approach to the profile outer surface and extending therefrom in the inner region of the hollow profile widening.
  • slot nuts are used with internally threaded holes, which Can take screws. On the one hand, they serve the two
  • the two parallel longitudinal structures 71 with sliding blocks arranged therein offer the possibility of arranging secondary floor profiles 41 distributed along the profile longitudinal direction and fastening them to the main floor profile 1, 11. In the embodiment according to FIGS. 3 and 4, this is done for each secondary floor profile 41 by means of an angle fixing element 53 which is screwed, riveted, welded or otherwise fixed to the secondary floor profile 41 and to sliding blocks in the longitudinal structures 71
  • the secondary floor profiles 41 are fastened to the long main floor profile 11.
  • a further longitudinal structure 72 in the form of a longitudinal groove is arranged below the two aforementioned longitudinal structures 71 and receives an edge of a floor covering 61, which closes the housing at the bottom.
  • the floor covering 61 comprises a plurality of segments which each rest on a lower horizontal surface of adjacent secondary floor profiles 41.
  • insulating 64 are arranged and in
  • a floor element 63 is provided as the floor of the dwelling. The bottom element 63 rests on the upper edges of the main floor profiles 11, 12 and
  • Another longitudinal structure 73 rises at the outer edges of
  • This longitudinal structure 73 forms a boundary of a longitudinal channel 81 along each main floor profile 11, 12 and serves to accommodate the wall elements 62.
  • the wall elements are therefore at their from
  • FIGS. 5 and 6 the Dacheckitati according to FIGS. 3 and 4 as a three-dimensional sectional view in Fig. 5 and as an exploded view in Fig. 6 is shown. These are the same support profile 3 as shown in FIGS. 3 and 4. This is also closed at the top by means of a stacking plate 31. In addition, in FIGS. 5 and 6, holding bores 51 are visible in the stacking plate 31 and in the support profile 3, which can be used to line up and / or row one another
  • Main roof profiles 21, 22 have a similar function as in the main floor profiles 11, 12, in that they each form an outer boundary of a longitudinal channel 81. Unlike the longitudinal channels 81 in the main floor profiles 11, 12, however, serve the longitudinal channels 81 in the roof main profiles 21, 22 is not the inclusion of Wall elements, but preferably as gutters or as
  • the support profile 3 at the upper end in the extension of the longitudinal channels 81 recesses, through which rain or sewage from the longitudinal channels 81 out in the hollow section of the
  • Support profile 3 and can flow down there.
  • a secondary roof profile 42 Corresponding to the arrangement of the secondary floor profile 41, the floor element 63, the insulating element 64 and the floor covering 61 in the lower region of the frame structure on the main floor profiles 11, 12, a secondary roof profile 42, a roof inner lining 65, in the upper area of the housing at the roof main profiles 21, 22 a further insulating member 64 and a roof member 66 and a roof outer panel 66 shown attached.
  • the roof outer lining 66 is hereby folded around a longitudinal structure 76, which is designed in the form of a fold or a fold, which inclines in the longitudinal channel 81. This will ensure that the
  • Roof outer lining 66 is stretched over the interior of the housing and prevents the ingress of rainwater. Because on the
  • the longitudinal structure 76 is in this case inclined in the direction of the longitudinal channel 81 in order to support the flow of water from the roof outer lining 66 into the longitudinal channel 81.
  • the main roof profiles 21, 22 each have a further longitudinal structure 77 in the form of a fold extending downwards along their outer side facing away from the interior of the housing. This serves as
  • the longitudinal structures also increase the bending strength of the
  • Main roof profiles 21, 22 Further, shown in FIGS. 5 and 6 longitudinal structures of the roof main profiles 21, 22 serve to further increase the bending strength.
  • FIGS. 7 and 8 illustrate an alternative connection possibility for fixing a secondary floor profile 41 to a main floor profile 1 or a secondary roof profile 42 to a main roof profile 2.
  • the corresponding main profile 1, 2 instead of two longitudinal grooves, in which
  • T-nuts with threaded holes are inserted, a Einstecknute.
  • the secondary profile 41, 42 has an insertion element 41 1.
  • the male element 41 1 is inserted into the longitudinal groove, it engages around the fold 78 '.
  • Insertion element 41 1 may itself be a folding of a metal sheet, or, as shown in FIGS. 7 and 8, a simple, so not double-folded, sheet metal section.
  • the secondary profile 41, 42 is folded from a sheet metal and has an open cross section in contrast to a hollow profile. It is a C-shaped profile.
  • the main profile 1, 2 also has a
  • Longitudinal structure 79 in the form of a projection on which the secondary profile 41, 42 rests with a lower support surface 412 and is supported.
  • Support profiles 3, main floor profiles 1, 1 1, 12 or main roof profiles 2, 21, 22 can be used are shown in FIGS. 9 to 12. They each have one, two, three, four, five or more longitudinal structures, each of which could have a shape as described below.
  • a folding 91 can serve to form a boundary of a longitudinal channel, or a stop or support surface for applying a further hollow profile or other components, such as wall, floor or roof elements. Furthermore, a fold 91 can be easily and safely pierced in order to fix such a component or another hollow profile by Versch robbery.
  • the same functions as the fold 91 may satisfy a projection 94.
  • This is an increase with constant width, measured perpendicular to the profile longitudinal direction, but this width is greater than twice the sheet metal thickness.
  • the two mutually bent portions of the metal sheet are not directly on each other, as in the folding, but have a distance that may be empty or filled with a material, for example with a
  • Insulation material instead of a fold 91, a projection 94 can also be used, or vice versa.
  • an inwardly widening grooves 92 may be provided, that is, a groove which has a smaller width at the approach along the circumference of the hollow profile cross-section than at a distance from the inner region of the hollow profile.
  • the widening groove 92 a is, a groove which has a smaller width at the approach along the circumference of the hollow profile cross-section than at a distance from the inner region of the hollow profile.
  • Einstecknute 93 is kept narrow enough to a matching
  • a bent fold 95 is a fold in which the two superimposed sheet metal sections together are in turn kinked or bent. Alternatively, the bent fold 95 may also be angled only in the collapsed area. In other words, a bent fold 95 is a fold which is not perpendicular to the fold
  • FIGS. 9a), 9b), 9c) and 9d) each show cross sections of different advantageous support profiles.
  • Figs. 10a), 10b), 10c) and 10d) different preferred embodiments of a main roof profile are shown in cross-sectional view. 1 1 a), 1 1 b), 1 1 c), 1 1 d), 1 1 e), 1 1 f), 1 1 g), and I i i) in turn show cross-sectional representations more preferred
  • FIG. 12a), 12b) and 12c) show different embodiments of a
  • Embodiments of a roof main profile wherein the main floor profiles and the roof main profiles according to FIG. 12a) to 12e) characterized in that they each have at least one vertical Einstecknute 93, inserted in the corresponding sections of a secondary profile and fixed so without screws or welding with a pure plug connection can.
  • the profile in FIG. 12 c) additionally has a further vertical insertion groove 93.
  • FIG. 13 is a cross-sectional view of an imaginary hollow profile
  • the hollow profile shown has a total of six different longitudinal structures, wherein the respective approach widths are illustrated by means of dimension arrows. It is from top to bottom to a T-shaped longitudinal groove 92, a consistently wide longitudinal groove or Einstecknute 93, a projection 94, a fold 91, a dovetail-shaped longitudinal groove 922 and a bent or kinked fold 95. It is this approach width, measured along the circumference of the cross section of the hollow profile, which has a maximum value of 20, 15 or 10 Millimeters may have.
  • Such structures usually can not be achieved by means of bending processes. For this purpose, instead, profile profiling methods such as extrusion for aluminum or similar materials and roll profiling of metal sheets have to be used, especially steel sheets.

Abstract

Structure de cadre métallique d'un logement mobile modulaire sous forme de conteneur, kit pour un logement mobile de ce type, logement mobile modulaire sous forme de conteneur, et profilé creux d'un logement de ce type. Le profilé creux, qui est conçu comme profilé principal de sol (1), profilé principal de toit (2) et/ou profilé de soutien (3) pour la structure de cadre métallique, comporte une structure longitudinale (71, 72,...) qui s'étend, à partir d'une face externe de profilé, dans la direction longitudinale de profilé, cette structure formant une élévation longitudinale ou une rainure longitudinale et présentant une largeur inférieure à 20, 15 ou 10 millimètres au niveau de son embase située contre la face externe de profilé, transversalement à la direction longitudinale de profilé.
EP13727036.9A 2012-04-27 2013-04-23 Structure de cadre métallique, kit pour logement mobile, logement mobile et profilé creux Active EP2852723B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012103719.1A DE102012103719B4 (de) 2012-04-27 2012-04-27 Metallische Rahmenstruktur, Bausatz für mobile Behausung, mobile Behausung und Hohlprofil
PCT/DE2013/100149 WO2013159772A1 (fr) 2012-04-27 2013-04-23 Structure de cadre métallique, kit pour logement mobile, logement mobile et profilé creux

Publications (2)

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EP2852723A1 true EP2852723A1 (fr) 2015-04-01
EP2852723B1 EP2852723B1 (fr) 2022-04-06

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US (1) US9518386B2 (fr)
EP (1) EP2852723B1 (fr)
DE (1) DE102012103719B4 (fr)
WO (1) WO2013159772A1 (fr)

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Also Published As

Publication number Publication date
US20150159363A1 (en) 2015-06-11
DE102012103719B4 (de) 2014-08-14
WO2013159772A1 (fr) 2013-10-31
US9518386B2 (en) 2016-12-13
DE102012103719A1 (de) 2013-10-31
EP2852723B1 (fr) 2022-04-06

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