EP1243713A1 - Herstellungsverfahren eines Gebäudes mittels modularer metallischer Elemente und so hergestelltes Gebäude - Google Patents

Herstellungsverfahren eines Gebäudes mittels modularer metallischer Elemente und so hergestelltes Gebäude Download PDF

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Publication number
EP1243713A1
EP1243713A1 EP02362005A EP02362005A EP1243713A1 EP 1243713 A1 EP1243713 A1 EP 1243713A1 EP 02362005 A EP02362005 A EP 02362005A EP 02362005 A EP02362005 A EP 02362005A EP 1243713 A1 EP1243713 A1 EP 1243713A1
Authority
EP
European Patent Office
Prior art keywords
panels
roof
frame
posts
panel
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.)
Withdrawn
Application number
EP02362005A
Other languages
English (en)
French (fr)
Inventor
Bernard Baa-Puyoulet
Jean-Loup Fort
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1243713A1 publication Critical patent/EP1243713A1/de
Withdrawn legal-status Critical Current

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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
    • E04B1/18—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
    • 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
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B2001/2484—Details of floor panels or slabs
    • 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
    • E04B2001/249—Structures with a sloping roof

Definitions

  • the present invention relates to a new manufacturing process of building from metallic modular elements.
  • the so-called traditional buildings generally comprise at the level of the structural work, foundations supporting a screed, walls and a roof made up of a frame and covering elements.
  • the walls are obtained by stacking bricks, concrete blocks or the like, and are dressed after the shell, outside with a plaster and inside by a double partition for example.
  • the frame is obtained by the assembly of beams, purlins, rafters and other battens, and rests on the walls surmounted by gables according to the roof shapes.
  • a first solution consists of replacing the concrete block walls with an assembly of elements precast concrete.
  • the present invention aims to overcome the drawbacks of the art by proposing a new method of building, especially structural work, making it possible to reduce the time and costs of achievement, while offering a variety of building forms, both in terms of walls than roof.
  • the invention relates to a building comprising bottom in high, a slab, walls and a roof characterized in that it comprises at minus a basic module made up of four metal posts arranged at the vertices of a right quadrilateral, metal beams connecting the upper ends of the posts two by two along the sides of the right quadrilateral, a metal frame forming the slab, panels metal-framed front panels and possibly side panels with metal frame if the basic module includes extension modules connected to the posts and in that the roof is made from roof panels with metal frame each of which is connected on the one hand to the front panels and possibly lateral and on the other hand to at least one roof panel adjacent.
  • the basic module comprises at least one module extension comprising two side panels each having a vertical side connected to the corresponding post and extending from the faces parallel side of the base module as well as a front panel connecting the free vertical sides of side panels.
  • the front and side panels have a horizontal brace in the upper part and at least one vertical bracing.
  • a floor is attached to the frame metallic at ground level, exterior cladding in the form of facing or analogous and an interior covering in the form of a double partition or the like are fitted against the side and front panels and elements of overlap are reported on the roof panels.
  • FIG. 1 there is shown a basic module 10 according to the invention comprising from bottom to top, a slab 12, four metal posts 14 16 metal beams arranged at the vertices of a right quadrilateral connecting the upper ends of the posts 14 two by two along the sides of the right quadrilateral.
  • each metal post 14 has a L-shaped section with a fixing plate at the bottom anchor 18 provided at the level of the slab.
  • Each metal beam 16 comprises, so as to form a brace, two crosspieces 20 parallel connected by a trellis 22, the ends of the sleepers comprising means for fixing to the posts 14, by bolting for example.
  • This set of posts and beams forming a parallelepiped is susceptible to serve as a support for metal frame panels forming the walls sides and slopes of the roof of a dwelling as will be detailed later.
  • the basic module 10 may include modules at the side of the parallelepiped extension 24 as shown in Figure 2.
  • Each extension module 24 includes two side panels 26 each having a vertical side connected to the corresponding post 14 and coming in the extension of opposite lateral faces of the base module 10 as well a front panel 28 connecting the free vertical sides of the panels side 26.
  • the panels 26 and 28 are made from a metal frame and have a horizontal bracing 30 in part upper and at least one vertical brace 32 so as to provide overall great rigidity.
  • each panel includes means of attachment to the slab 12.
  • the means for fixing the side panels 26 to the posts 14, side panels 26 to the panel frontal 28 are made by bolting.
  • one or more side faces of the base module 10 may include an extension module 24.
  • tie rods 34 are provided so as to connect the panels front ends 28 to each other or to the base module as illustrated in FIG. 3.
  • the tie rods 34 are arranged in part upper, at the level of the metal beams 16, and each include means of attachment to the metal beam and to the front panel 28 corresponding, and are interconnected by a punch 36.
  • the slab 12 includes, for each basic module 10, a metal framework 38 resting on four studs 40 arranged in line with the posts 14.
  • This metal frame 38 serves to support a composite floor with example of a solid metal panel, floor insulation, screed floating and floor covering. It is made from elements metallic such as beams 42 of IPE type and braces 44, interconnected as shown in Figure 4.
  • the framework 38 comprises beams 42 in line with the sides of the base module 10 which extend below the modules extension 24, substantially over a length corresponding to half of the lateral sides of said modules, the anchors 18 being provided at the level of the beams 42 in line with the posts 14.
  • other beams 42 are provided according to the dimensions of the base module to support the floor.
  • tie rods or bracings 44 connect the beams 42 to one another, and on the other hand part, the beams 42 and the lower parts of the panels 26, 28 of the extension modules 24.
  • the posts 14 of the basic module 10 are fixed on the metal frame 38 which rests on four studs 40.
  • the upper level of the floor 46 is shown in dotted lines.
  • each side panel 26 has a trapezoidal shape so as to adapt to the slope of the roof shown in mixed line.
  • a side panel 26, shown in detail in Figure 6, includes a metallic frame 48 delimiting said panel, with in the upper part a horizontal bracing 50 delimited by the upper element 52 of the frame and a cross member 54 and at least one vertical brace 56 delimited by a vertical elements 58 of the frame and an upright 60.
  • the side panel 26 may include other uprights and / or other sleepers depending on the mechanical characteristics desired and the covering of said panel.
  • a front panel 28, shown in detail in Figure 7, includes a metal frame 62 delimiting said panel, with in the upper part a horizontal bracing 64 delimited by the upper element 66 of the frame and a cross member 68 and at least one vertical brace 70.
  • the panels front 28 can be arranged so as to connect the free ends of two side panels of an extension module, or between two posts 14 under the beam 16.
  • the vertical bracing 70 is disposed in position median and includes three uprights 72 connected by tie rods 74.
  • uprights 76 connect the cross member 68 to the lower element 78 of the frame and cross members 80 connect the different uprights 72, 76 and the vertical elements 82 of the frame.
  • the different uprights and sleepers are arranged so as to leave free the location of the openings such as windows or doors for example, while providing to said panels the required mechanical characteristics.
  • the roof is made from metal frame roof panels 84 each of which is connected by a part to side panels 26 and / or front panels 28 or to beams 16 and other share at least one adjacent roof panel.
  • each pinion 86 with a metal frame is likely to be arranged above certain beams 16 of the basic module.
  • each pinion 86 includes a metallic frame 88 reinforced by uprights 90 and possibly by bracing 92.
  • each slope consisting of a roof panel 84 or a assembly of roof panels 84.
  • each slope consists of roof panels 84 connected together, by bolting for example, the roof panels 84 arranged at the edge being connected to the roof panels of the adjacent slope and those to the right of the panels lateral, frontal or pinions being connected to said elements correspondents.
  • This method of assembly allows you to remove the frame and have a self-supporting structure.
  • FIG. 8B a second variant of a four-sided roof is shown. slopes, each slope being as previously made up of a panel roof 84 or an assembly of roof panels 84, and connected on the one hand to the adjacent slope (s) and on the other hand the front and side panels correspondents.
  • each slope is made up of several roof panels 84 assembled together, illustrated in detail in the figures 10A, 10B, 10C and 11.
  • a first type of roof panel 94 of trapezoidal shape is illustrated. in Figures 10A, 10B and 10C.
  • This panel consists of a frame metallic comprising a frame 96 delimiting the panel, reinforced by uprights, sleepers and / or braces 98. It further includes, as illustrated in FIG. 10B, means of attachment 100 to the posts 14 or to the front 28 or side 26 panels.
  • some elements of the frame 96 include fixing means 102 to the panels adjacent roof, visible in Figure 10C.
  • a second type of roof panel 104 of rectangular shape is illustrated in Figure 11. It comprises a metal frame 106 delimiting said panel, reinforced by uprights, crosspieces and / or bracing 108. As before, it further comprises means for fixing to the posts, side and / or front panels, as well as roof panels adjacent.
  • a rigid and solid structure on which can be added at the level of ground the floor 46, at the level of the walls formed by the side panels and front exterior cladding 110 in the form of facing, cladding or similar and an interior covering in the form of a double partition for example and at the level of the roof covering elements, tiles or slates by example.
  • the method of the invention makes it possible to reduce the construction costs of the structural work by reducing the production time, the different elements being simply assembled in situ.
  • the different panels, posts, beams are calculated from so as to give the assembly thus formed mechanical characteristics equivalent to those of a so-called traditional construction.
  • a dwelling can be made by assembling several basic modules 10 to which extension modules are attached.
  • the panels forming the side walls 26, 28 of the building include between the metal parts filling elements, for example in the form of plates of polystyrene attached to the metal framework, so as to form at least on the surface facing the outside of the building, a surface flush with said metal parts.
  • This surface is covered with facing elements such as as slabs, stones or the like, fixed to said surface by means of bonding, for example a suitable resin.
  • the surface is covered with a sufficiently thick layer of resin so that the facing elements are slightly sunk into said layer. Of so, the resin forms a connection joint between the elements which helps to improve fixation, tightness and aesthetics.
  • the building can include several basic modules 10 arranged in a horizontal plane, juxtaposed, with possibly one or more posts 14 in common.
  • the building can comprise two basic modules 10 superimposed, the posts of the upper module being arranged in the extension of those of the lower module.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP02362005A 2001-03-22 2002-03-22 Herstellungsverfahren eines Gebäudes mittels modularer metallischer Elemente und so hergestelltes Gebäude Withdrawn EP1243713A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0103863A FR2822485B1 (fr) 2001-03-22 2001-03-22 Procede de fabrication de batiment a partir d'elements modulaires metalliques et batiment ainsi obtenu
FR0103863 2001-03-22

Publications (1)

Publication Number Publication Date
EP1243713A1 true EP1243713A1 (de) 2002-09-25

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Family Applications (1)

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EP02362005A Withdrawn EP1243713A1 (de) 2001-03-22 2002-03-22 Herstellungsverfahren eines Gebäudes mittels modularer metallischer Elemente und so hergestelltes Gebäude

Country Status (2)

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EP (1) EP1243713A1 (de)
FR (1) FR2822485B1 (de)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR987416A (fr) * 1943-12-24 1951-08-13 Procédé et moyens pour l'édification de maisons
FR2235605A5 (en) * 1973-06-28 1975-01-24 Cordier Jean Pierre Lightweight housing unit - uses metal tie-rods inserted and bolted into holes in insulating panels
FR2394653A1 (fr) * 1977-06-15 1979-01-12 Poultriniez Robert Pavillon de plain-pied susceptible d'etre assemble par panneaux modulaires
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR987416A (fr) * 1943-12-24 1951-08-13 Procédé et moyens pour l'édification de maisons
FR2235605A5 (en) * 1973-06-28 1975-01-24 Cordier Jean Pierre Lightweight housing unit - uses metal tie-rods inserted and bolted into holes in insulating panels
FR2394653A1 (fr) * 1977-06-15 1979-01-12 Poultriniez Robert Pavillon de plain-pied susceptible d'etre assemble par panneaux modulaires
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems

Also Published As

Publication number Publication date
FR2822485A1 (fr) 2002-09-27
FR2822485B1 (fr) 2004-07-02

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