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
  • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
  • E04B1/21—Connections specially adapted therefor
  • E04B1/215—Connections specially adapted therefor comprising metallic plates or 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
  • E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
• • 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
  • E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment 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
  • E04B1/18—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
  • E04B2001/2451—Connections between closed section profiles

Definitions

• the present invention relates to a mounting method of a quick-mounting construction, mounted on a lower frame.
• This type of construction is particularly suitable for the realization of permanent or temporary buildings: bungalow for camping, leisure scenery, housing for construction sites, housing in disaster area, housing for events, school, family home,
• EP 1 130 193 describes such a construction which essentially comprises a rectangular lower frame, four walls deposited on the uprights of this frame, an upper frame whose amounts rest on these walls and four posts arranged to outside the walls and connecting the two frames together by their angles.
• US 4,455,792 proposes a construction of the same kind. Note, however, that the columns are sealed in a concrete slab. This therefore requires not only a temporary wedging of the posts before concreting but also a two-stage installation since it is necessary to wait for the setting of the concrete before building the structure. The assemblers must therefore move twice on the site. In addition, the elements necessary for the supporting structure are more numerous and more complex to manufacture.
• EP 1 498 558 discloses a quick-mounting construction comprising a lower frame, a plurality of posts fixed to the frame by their lower end, an upper frame to which the posts are fixed by their upper end, and vertical walls. arranged between the two frames.
• the object of the present invention is to provide a mounting method of a quick-erase construction and such a construction improved in terms of simplicity of assembly and low cost and offering the possibility of making multi-storey constructions . Disclosure of the invention
• the invention relates to a mounting method of a quick-mounting construction comprising a lower frame, an upper structure comprising at least one beam. This process comprises the following steps:
• corner posts at the corners of the construction they are removed after removing the beam connecting two corner posts and after replacing said beam by a row of bricks of the same height.
• the posts after being removed, are reassembled on the connections to build an upper floor having as a base, said upper structure.
• a slab is made at the level of the upper structure.
• This slab can be made based on slabs, concrete, wood or steel panel.
• Reinforcing metal bars are inserted into the walls, on either side of the posts, a first end of the metal bar being located on a first side of a pole, the second end of the metal bar being located on the other side of said post.
• the construction comprises a lower frame, an upper structure and at least four forms made in the spaces left free by said posts and connecting the lower frames and the upper structure.
• the construction further comprises an intermediate frame, parallel to the lower frame, comprising beams assembled on said formwork by means of the connectors, the latter being fixed, on the one hand, to a beam and, on the other hand, to a formwork.
• first U-section portion dimensioned to fit and be initially fixed to a post, while allowing the free movement of the post within this first part
• the intermediate frame advantageously supports a slab, defining a floor.
• the connecting bars are metal profiles, at right angles, an edge is cut at the point where they intersect the beams.
• the construction comprises walls constructed between the posts.
• Metal reinforcement bars are inserted into the walls, on either side of the formwork, a first end of the metal bar being located on a first side of a formwork, the second end of the metal bar being located other side of the formwork.
• FIG. 1 is an isometric view of a construction according to the invention
• FIG. 2 is a detailed view of the construction, at the stage implementation level
• FIG. 3 shows the arrangement of reinforcement bars at the posts
• the construction according to the invention is based on a lower frame 10, typically rectangular, made of metal formed of a plurality of sections 1 1 folded sheet metal joined end to end, in alignment or orthogonally, by connecting pieces bearing the references 12 or 13 as they join two aligned or orthogonal profiles.
• the connecting pieces 12 and 13 are sections, whose section is U-shaped, the branches 14 the U extending with flanges 15 extending perpendicularly, so as to provide additional support.
• the connecting pieces 12 and 13 are respectively rectilinear and square.
• the rectilinear junction pieces 12 bear, on their upper face, substantially in their middle, two vertical plates 16 welded facing each other.
• the elements 16 may be arranged along the longitudinal axis of the part 12, being aligned with the edges of the part 12, as can be seen in FIG.
• junction pieces at right angles 13 bear, on their upper face, substantially in their middle, two vertical welded plates arranged orthogonally.
• Each profile 1 1 forming the lower frame 10 comprises: a first vertical portion 17 applied against the outer flank of its two connecting pieces,
• the vertical portion 17 is slightly smaller than the side of the connecting pieces 12 and 13, so as not to stick on the ground;
• the horizontal portion 18 has a width greater than the connecting pieces 12 and 13, as can be seen in particular in Figure 4, this width may vary depending on the thickness of the wall.
• the junction pieces 12 have a length of 30 cm, a side of 10 cm, while the first vertical portion 17 and the horizontal portion 18 of the profiles 1 1 respectively have a width of 8 and 15 cm.
• the profiles 1 1 have a length of about 3 m.
• the lower frame 10 serves as a periphery for a floor consisting, for example, of a concrete slab 20 cast on the floor.
• the slab can be advantageously placed on an insulation or underlayer made of any suitable material.
• the pairs of vertical plates attached to the connecting pieces 12 and 13 receive between them the lower ends of rectangular posts 22 which may be steel, wood or concrete. Fixing these posts is carried out by any means within the reach of the skilled person, preferably by screws.
• the construction comprises four corner posts and intermediate posts interposed between the profiles.
• the posts 22 are interconnected by beams 24, forming an upper structure 26.
• the beams 24 are assembled on the posts 22 by means of connectors 28 whose profile is adapted to cooperate with the poles 22.
• the connectors 28 are fixed, on the one hand, to a beam 24 and, on the other hand, to a post 22.
• the connectors are sections whose section is U-shaped. 28a of the U is fixed to the beams 24, while the branches 28b of the U are fixed to the posts 22.
• the attachment is preferably made by screwing. It will be noted that these connections may as well be fixed at the end of the beams 24, as on their side, in particular for connecting intermediate posts 22 to beams 24, as can be seen in FIG.
• Lateral connecting bars 30 can also be inserted between the posts 22, parallel to the lower frame 10, so as to stiffen the structure and ensure the verticality of the posts 22.
• the connecting bars are positioned so as to be fixed to the Beams 24. As can be seen in Figure 2, these connecting bars are metal profiles, angled, one edge is cut where they cross the beams 24.
• the connecting bars are fixed to the beams 24 preferably by screwing.
• the side bars can also provide additional support to adjust the position of the slabs used preferably to achieve this slab.
• the slabs can be advantageously placed in support between the different beams 24 of a level. It is possible to make other kinds of slab, based on concrete, wood, or steel panel ...
• the intermediate frame 32 comprises an intermediate frame 32, parallel to the lower frame 10 and interposed between the lower frame 10 and the upper structure 26.
• the length of the posts 22 and the position of the intermediate frame 32 is such that the intermediate frame, as will be seen below, serves as a support for the realization of a floor, providing at least two usable platforms, one at the lower frame and the other at intermediate level.
• the intermediate frame is formed by beams 24 connecting two to two poles. 22 opposites and thus form porticos.
• the beams 24 are assembled on the posts 22 by means of U-shaped connectors 28.
• Lateral connecting bars 30 are also added between the posts 22 and fixed to the beams 24 of the intermediate frame. Hades can thus be arranged on the beams 24, between the connecting bars, to achieve the slab of the floor.
• reinforcing metal bars 34 are inserted into the walls 36, on either side of the posts 22.
• a first end of the metal bar 34 is located on a first side of a pole 22, the second end of the metal bar being located on the other side of said pole 22.
• the posts 22 and the reinforcement bars are then embedded in a coating 38, which allows to give a continuous appearance to the wall.
• the reinforcing bars may be straight or have a right angle, depending on whether they are associated with an intermediate pole 22 or a corner post 22.
• the upper structure can be arranged to serve as a roof terrace.
• FIGs 4 to 9 show an evolved and particularly advantageous method for implementing a construction according to the invention.
• the beginning of the construction is identical to what has been described above.
• posts 22 are assembled on a lower frame 10.
• the drawings show posts 22 mounted along the side edges of the construction, but the description also applies to posts at the corners of the construction.
• the posts 22 are equal in length to the desired height for a floor.
• the connectors 28 are mounted at the upper end of the post 22 and are used to connect a beam 24 to the post 22. Two posts located vis-à-vis are connected by a beam 24 and thus form a gantry.
• the connector 28 is also arranged to allow free access to the upper end of the pole, that is to say that the connector is fixed on the sides of the pole and can be crossed by the pole. Preferably, it will be arranged to have access to the fixing screws of the connection to the pole, even after mounting the walls, as will be understood below.
• the connectors 28 may comprise a first portion 281 U-section, sized to fit and be fixed on a pole, while allowing the free movement of the pole inside this first part.
• the dimensions of the U are therefore larger than the section of the post.
• the connectors also comprise two walls 28c forming a second portion 282 of U-shaped section, opposite to the first part, that is to say that the first and second parts have in common the bottom of the U 28a.
• This second portion 282 can accommodate and fix a beam 24.
• a bearing surface 28d can also be provided to install the beam 24 during its assembly.
• Walls are then mounted between the posts 22, as described above and as can be seen in Figure 5. Reinforcements are inserted into the walls, connecting the walls on both sides of the wall. a pole.
• the post 22 When, at the removal of the post 22, its lower end arrives at the connection 28, the post 22 can be reattached to the connection and then extends at an upper floor. Once the post 22 repositioned, the formwork can be made by integrating the connectors 28. The slab of the intermediate stage can then be made, in particular by laying the slabs, as proposed in FIGS. 8 and 9.
• the posts 22 having served for the construction of the lower floor walls can be reused for the construction of the walls of the upper floor, which are made in a similar manner.
• the posts can be finally removed and reused again, for an additional floor or for another building.
• the posts could also be kept in the walls. It should also be noted that one-storey construction can be used, from which the posts are removed.
• the posts at the corners of the construction can also be removed very simply, insofar as the beam 24 which forms the gantry connecting two corner posts, is previously removed and replaced by a row of bricks of the same height. Then formwork is made, advantageously reinforced by irons, as proposed in Figure 3, in the space left free by the posts.
• the skeleton of such a construction consisting of beams 24, possibly poles 22, and connecting bars, can be manufactured in a first place, while all the assembly and filling of walls can be realized in another place, in which it might be difficult to manufacture the skeleton.
• the skeleton elements being light, their transport is inexpensive, while the heavier elements involved in the filling are taken at the place of assembly.
• the columns are reusable, either between different levels of a building or between different constructions, the construction costs are further optimized.

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• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Physics & Mathematics (AREA)
• Electromagnetism (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
• Conveying And Assembling Of Building Elements In Situ (AREA)
• Automatic Assembly (AREA)

Applications Claiming Priority (2)

Publications (1)

Family

ID=43858305

Family Applications (1)

Country Status (2)

Family Cites Families (7)

• 2010
  • 2010-11-29 EP EP10781911A patent/EP2507439A2/de not_active Withdrawn
  • 2010-11-29 WO PCT/EP2010/068417 patent/WO2011064366A2/fr active Application Filing

Non-Patent Citations (1)

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