EP2405066A1 - Stahlskelett eines Hauses, Eckpfosten dieses Hauses sowie Herstellungsverfahren und Montage dieses Stahlskeletts - Google Patents

Stahlskelett eines Hauses, Eckpfosten dieses Hauses sowie Herstellungsverfahren und Montage dieses Stahlskeletts Download PDF

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Publication number
EP2405066A1
EP2405066A1 EP11172927A EP11172927A EP2405066A1 EP 2405066 A1 EP2405066 A1 EP 2405066A1 EP 11172927 A EP11172927 A EP 11172927A EP 11172927 A EP11172927 A EP 11172927A EP 2405066 A1 EP2405066 A1 EP 2405066A1
Authority
EP
European Patent Office
Prior art keywords
chaining
rail
vertical
rails
corner post
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Withdrawn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
EP11172927A
Other languages
English (en)
French (fr)
Inventor
Jean-Pierre Barcasse
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.)
JPB Concept
Original Assignee
JPB Concept
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 JPB Concept filed Critical JPB Concept
Publication of EP2405066A1 publication Critical patent/EP2405066A1/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Withdrawn legal-status Critical Current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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • 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
    • E04B2001/2406—Connection nodes
    • 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
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
    • E04B2/723—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall constituted of gypsum elements
    • E04B2002/725—Corner or angle connection details

Definitions

  • the present invention relates to a metal frame carrying a house, a corner post of this metal frame and a method of manufacturing and mounting this frame.
  • Such metal frames are intended to be assembled by a single person and without using lifting gear. Now, it is not easy for a single person to put the bracing panels on the frame, especially near the corner post.
  • the low chaining rails with a cross section forming a recess serve to guide and facilitate the installation of the bracing panels.
  • the holes on the sides of the vertical upright make it possible to screw the bracing panels to the corner post without the need to have already mounted the high chaining.
  • the bracing panel can therefore hold vertically without the high chaining.
  • the "L" shaped cross-section greatly simplifies the screwing of screws or bolts received in these holes.
  • the sides of the vertical upright of the corner post allow to install the panels in any order and leave the possibility of removing any panel without having to disassemble the others. This avoids sliding the translational bracing panels in translation in the rails of the low chaining. These flanks help to position the bracing panel vertically.
  • the invention also relates to a corner post comprising the features described above.
  • the invention also relates to a method of manufacturing and mounting a metal frame as described above.
  • the figure 1 represents a supporting metal frame 2 of a house.
  • This frame can be mounted by one person without the help of lifting gear.
  • This frame is delivered in kit.
  • Each element of the kit is "manuportable", that is to say that it can be worn by a human being without the help of lifting gear.
  • each element of the kit weighs less than 30 kg.
  • the metal frame 2 contains a low chaining 4 and a high chaining 6. These chaining 4 and 6 each form a belt extending horizontally and continuously along the outer periphery of the house.
  • the bottom chaining makes it possible to fix the frame 2 on the foundations.
  • chaining 4 fixes the frame 2 on the upper planar face of a horizontal slab 7 previously cast concrete. Chaining 4 also receives the entire weight of the house and transmits it to the foundations.
  • the bottom chaining 4 is formed of an assembly of horizontal rails mechanically connected to each other by their ends.
  • the cross section of these rails is constant over its entire length and identical for all rails intended to receive a bracing panel.
  • An example of such a rail is described below in more detail with reference to Figures 2 and 3 .
  • the chaining 6 directly supports the weight of the beams of a roof (not shown). It prevents the vertical walls from spreading under the thrust of the beams of the roof.
  • This chaining 6 is also formed by the assembly of horizontal rails mechanically connected to each other by their ends. The cross section of these rails is also constant over its length and identical for all the rails intended to receive a bracing panel.
  • the high chaining 6 is fixed on the bottom chaining 4 by means of vertical uprights 8. These uprights 8 directly connect the bottom chaining 4 to the high chaining 6. They extend perpendicularly to the chaining 4 and 6. vertical uprights and corner posts 10 and 14 allow to lower the entire load supported by the high chaining 6 to the low chaining 4. The amounts 8 are described in more detail with reference to the figure 9 .
  • the angles of the frame 2 are formed by the external corner posts 10 or the internal corner posts 14.
  • all the external corner posts are identical and are referenced 10.
  • the same is true for the posts internal corner 14.
  • An outer corner of the house is defined by two consecutive non-aligned walls and corresponds to an angle defined by the two walls on the inside of the house between 0 and 180 °.
  • An internal angle is between 180 and 360 ° on the inside of the house.
  • the leg 20 is at least 1.3 times and preferably twice as high as the vertical leg 22.
  • the leg 20 of the rail 12 is at least 50 mm high so as to cast a slab against the leg 20 of the rail, this slab comprising pipes of a floor heating, for example.
  • the leg 22 of the rail 12 is at least 30 mm high, so as to block the uprights 8 that it is intended to receive and be able to fix them.
  • the vertical legs 20 and 22 have holes 26 adapted to receive fixing screws of the bracing panels.
  • the leg 20 of the rail 12 has three holes and the leg 22 has a hole.
  • the height of the legs 20 and 22 is sufficient to maintain the vertical bracing panel even before the high chaining 6 is mounted, even in the presence of a wind of 10 km / h.
  • the leg 20 of the rail 12 is between 80 and 120 mm and preferably between 90 and 110 mm high.
  • the height of the leg 20 is 97 mm.
  • Such dimensions make it possible to place three holes 26, one above the other in the vertical direction, able to receive the fastening screws of the bracing panels on the leg 20 of the rail 12.
  • the leg 22 of the rail 12 is between 30 and 50 mm and preferably between 35 and 45 mm high.
  • the height of the leg 22 is 40 mm. Such dimensions allow to place a hole 26 on the leg 22, while leaving the possibility of screwing a bracing panel, from outside the house, on the leg 20.
  • the figure 4 represents an outer corner post 10 of the metal frame 2.
  • This corner post 10 comprises a vertical upright 30.
  • This vertical upright 30 mechanically connects the bottom chain 4 to the high chain 6. It comprises two flat sides 32 and 34 connected to each other by their vertical edges along an edge 35 so that the cross section of the upright 30 is substantially L-shaped.
  • the flanks 32 and 34 are perpendicular. Ridge 35 is on the inside of the house.
  • Each flank 32 and 34 adjoins, in its lower part, one end of a rail, of the bottom chaining 4.
  • Each flank 32, 34 extends over most of the height of the upright in a plane perpendicular to the direction in which the adjoined rail extends.
  • each flank 32 and 34 extends over the total height of the vertical upright which makes it possible to connect the bottom chaining 4 to the high chaining 6.
  • the side of the flanks 32, 34 on which the bracing panel bears is smooth to present any roughness likely to hinder the establishment of these panels.
  • the flanks 32 and 34 are pierced with holes 36, for example all identical, intended to receive bolts for fixing the bracing panels.
  • the holes 36 are distributed over the entire height of the flanks 32 and 34. It is therefore possible to hold a bracing panel vertically even before the upper chaining 6 has been mounted.
  • the post 10 also comprises a foot 38 fixed without any degree of freedom to the lower end of the upright 30.
  • this foot is formed of the two horizontal rails 40, 42.
  • the ends of the rails 40, 42 are fixed, respectively, on the flanks 34, 32.
  • the other end of the rails 40 and 42 is adapted to be fixed by means of screws to a respective end of the lower chaining rails 4.
  • the cross section of these rails 40, 42 is the same as that of the rail 12.
  • the rails 40, 42 are factory welded to the vertical upright 30.
  • the pole An angle piece forms a single piece which is deposited in a single operation on the foundations 7. Moreover, this makes it possible to guarantee the verticality of the upright 30 with respect to the plane in which the rails 40, 42 extend. this also guarantees the verticality of the vertical walls of the frame 2.
  • An internal corner post 14 of the metal frame 2 is constructed identically to the external corner post 10. The only difference with an external corner post 10 lies in the positioning of the edge 35 which is located outside of the house.
  • the figure 5 represents the cross section of the upright 30 of the corner post 10.
  • the flanks 32 and 34 have the same width.
  • the free end of each flank 32 and 34 is bent inwardly of the upright 30 to form two wings 50 and 52 respectively.
  • These wings make it possible to reinforce the rigidity of the upright 30.
  • the wings 50 and 52 extend perpendicularly, respectively, to the flanks 32, 34 over the entire height of the vertical upright 30.
  • the width of the wings 50 and 52 is smaller than that of the flanks 32 and 34, in order to be able to introduce and screw by the following the fastening screws of the bracing panels in the holes 36.
  • the width of the wings 50, 52 is less than 40% of the width of the flanks 32 and 34,
  • the width of the wings 50 and 52 is 30 mm
  • the width of the flanks 32 and 34 is 84 mm.
  • the weight of the corner posts 10 and 14 is less than 30 kilograms so that they can be transported manually by one person.
  • the figure 6 represents the end of a high chaining rail 6.
  • the high chaining 6 is here formed of an assembly of horizontal rails connected to each other by their ends. At least one of these rails 60 adjoins a corner post 10 or 14.
  • the rail 60 has a retaining claw 62 having an L-shaped cross section, the long side 64 of which extends in the direction of the bottom chaining. 4. Here, the long side extends parallel to the upright 30.
  • the claw 62 thus defines a slot 66 between its long side and an end 68 of a section extending over most of the length of the rail 60.
  • slot 66 is adapted to receive the upper portion of the flank 32 or 34 of the upright 30 of the corner post 10 or 14.
  • the smaller side 69 of the "L" of the claw 62 extends in the extension from the top of the rail 60.
  • the vertical legs 70, 72 extend towards the bottom chaining 4.
  • the vertical leg 70 is at least two times larger, and preferably three times larger than the vertical leg 72.
  • the vertical leg 70 is 119 mm high and the leg 72 is 36 mm high.
  • the arm 74 measures 81 mm.
  • the height of the long side 64 of the "L" is at least 60% and, preferably at least 80% or 90%, of the height of the vertical leg 72.
  • the height of the long side is equal to the height of the vertical leg 72.
  • the figure 8 represents a rail 12 of the low chaining 4, which has an extension 80 towards the interior of the house.
  • This extension 80 precisely locates the location of a partition with respect to the low chaining 4.
  • this extension is adapted to receive a lower portion of a panel of an interior partition of the house.
  • the extension 80 is a rail forming a groove whose recess is turned towards the top of the frame.
  • the extension 80 is fixed without any degree of freedom to the rail 12 at the factory so as to form a single piece that weighs less than 30 kg.
  • the extension 80 is welded to the rail 12 on the uppermost vertical leg 20.
  • the extension 80 has a symmetrical "U" shaped cross-section whose leg height is less than or equal to that of the vertical leg 20 of the rail 12.
  • extension 80 extends perpendicular to the rail 12. It thus forms a T with it.
  • the figure 9 is a bracing panel 90.
  • a bracing panel 90 consists of a rectangular plate 92, on which are fixed at least two identical vertical uprights 8, parallel to the longer side of the plate 92.
  • the plate 92 is intended to protect the inside the house of the wind.
  • the plate 92 is made of wood.
  • the uprights 8 are here rails shaped "U" asymmetrical.
  • the highest leg of the vertical posts rail 8 is applied directly against the plate 92 over the entire height of this plate. This leg has holes through which screws are screwed to fix the upright 8 without any degree of freedom on the plate 92 and on the rails of high and low chaining. In this figure, these holes have not been shown.
  • the height of the uprights 8 is greater than the height of the plate 92 so that the amounts placed on the plate 92 protrude from this plate in its lower part and in its upper part.
  • the height of the plate 92 is 2470 mm and that of the uprights 8 is 2685 mm.
  • the lower and upper ends of the vertical uprights 8 protruding from the plate 92 form, respectively, the parts lower and upper panel 90. In this embodiment, only these ends are placed and screwed respectively in a low chaining rail 4 and in a high chaining rail 6. The plate 92 is not used to lower the load from high chaining to low chaining.
  • the uprights 8 have holes 94 distributed over the height of the flanks corresponding to the arms of the "U".
  • the "U" arm is the part between the two legs of the "U”. These holes 94 are intended to receive fastening screws.
  • Two of the uprights 8 are each attached to one end of the plate 92, each aligned with a respective edge of the plate 92. The depressions formed by each of these uprights face each other. This positioning of the vertical uprights 8 makes it possible to screw two bracing panels 90 to one another, via the holes 94 of two vertical uprights 8 placed along respective edges of the two panels adjoining each other.
  • each bracing panel 90 has three or five uprights 8.
  • the uprights 8 placed between the vertical edges of the plate 92 are attached to the plate 92 as previously described.
  • the uprights 8 are assembled on the plate 92 at the factory to form a one-piece bracing panel weighing less than 30 kg.
  • a one-piece bracing panel weighing less than 30 kg.
  • such a panel allows to perform in one operation the installation of the vertical uprights of the frame 2 and the plate 92 of bracing.
  • the verticality and parallelism of vertical uprights 8 is guaranteed.
  • phase 100 In a general manner, during a phase 100 of manufacture, all the metal parts of the frame 2 is made by folding sheets and possibly by stamping. The manufacture of the metal parts takes place in a factory and not on the site where the frame 2 must be assembled.
  • the phase 100 comprises steps 102, made in the factory, during which the corner posts 10 and 14 are made. During this step, the rails 40 and 42 are fixed without any degree of freedom to the vertical upright 30.
  • Phase 100 also comprises a step 104 for assembling vertical uprights 8 on plate 92 to produce bracing panels 90.
  • this set is delivered as a kit on the site where the frame must be assembled.
  • step 112 the bracing panels 90 are mounted next to each other.
  • the lower part of each panel 90 is fixed in the rails of the lower chaining 4.
  • the vertical uprights 8 located on the vertical edges of the plates 92 are fixed to each other by means of screws and bolts through the holes 94.
  • the panel 90 which abuts a corner post 10 or 14 is fixed to the vertical upright 30 by means of screws and bolts passing through the holes 36 and 94.
  • a step 114 the rails of the upper chaining 6 are placed and assembled.
  • the flank 32 or 34 of the upright 30 is inserted into the slot 66 of the rail 60 so as to hold this rail 60 without screws in position.
  • the rail 60 is then attached to the upright 30 with screws and bolts.
  • the upper part of the panels 90 is received inside the rails of the high chaining 6 which immobilizes them.
  • the roof of the house can be mounted before or after the interior partitions.
  • the retaining claw 62 may be implemented with other corner posts than those described herein. In particular, it can be implemented with corner posts having no cross section essentially shaped "L" or having no foot.
  • the extension 80 which defines an internal partition of the house may not be perpendicular to the rail 12 of the low chaining 4.
  • flanks 32, 34 of the upright 30 of the corner post 10 or 14 are not necessarily arranged at right angles to one another.
  • the flanks 32 and 34 may have no holes when a method of fixing the bracing panels 90 other than screws or bolts is used.
  • the plates 92 of the bracing panels 90 are not necessarily of wood.
  • they may be metal or include plaster.

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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)
EP11172927A 2010-07-07 2011-07-06 Stahlskelett eines Hauses, Eckpfosten dieses Hauses sowie Herstellungsverfahren und Montage dieses Stahlskeletts Withdrawn EP2405066A1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR1055520A FR2962460B1 (fr) 2010-07-07 2010-07-07 Ossature metallique d'une maison,poteau d'angle de cette maison et procede de fabrication et de montage de cette ossature

Publications (1)

Publication Number Publication Date
EP2405066A1 true EP2405066A1 (de) 2012-01-11

Family

ID=43798520

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11172927A Withdrawn EP2405066A1 (de) 2010-07-07 2011-07-06 Stahlskelett eines Hauses, Eckpfosten dieses Hauses sowie Herstellungsverfahren und Montage dieses Stahlskeletts

Country Status (2)

Country Link
EP (1) EP2405066A1 (de)
FR (1) FR2962460B1 (de)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2186310A (en) * 1937-07-12 1940-01-09 Metal Homes Inc Metal building construction
US3845601A (en) * 1973-10-17 1974-11-05 Bethlehem Steel Corp Metal wall framing system
WO1998048124A1 (en) * 1997-04-10 1998-10-29 Mogens Danborg Building system and components of this system for modular do-it yourself houses

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2186310A (en) * 1937-07-12 1940-01-09 Metal Homes Inc Metal building construction
US3845601A (en) * 1973-10-17 1974-11-05 Bethlehem Steel Corp Metal wall framing system
WO1998048124A1 (en) * 1997-04-10 1998-10-29 Mogens Danborg Building system and components of this system for modular do-it yourself houses

Also Published As

Publication number Publication date
FR2962460B1 (fr) 2012-08-17
FR2962460A1 (fr) 2012-01-13

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