EP0012736B1 - Prefabricated building units for the construction of buildings, and buildings whose carcass contains such assembled units - Google Patents

Prefabricated building units for the construction of buildings, and buildings whose carcass contains such assembled units Download PDF

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Publication number
EP0012736B1
EP0012736B1 EP79870028A EP79870028A EP0012736B1 EP 0012736 B1 EP0012736 B1 EP 0012736B1 EP 79870028 A EP79870028 A EP 79870028A EP 79870028 A EP79870028 A EP 79870028A EP 0012736 B1 EP0012736 B1 EP 0012736B1
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EP
European Patent Office
Prior art keywords
building
units
unit
building unit
wall
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.)
Expired
Application number
EP79870028A
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German (de)
French (fr)
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EP0012736A1 (en
Inventor
Jacques Wybauw
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.)
Rebuild World Rbw Sa Te Luxemburg Luxemburg
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Individual
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Filing date
Publication date
Priority claimed from FR7834744A external-priority patent/FR2444130A1/en
Priority claimed from FR7911027A external-priority patent/FR2455657A1/en
Priority claimed from FR7914983A external-priority patent/FR2458638A2/en
Application filed by Individual filed Critical Individual
Publication of EP0012736A1 publication Critical patent/EP0012736A1/en
Application granted granted Critical
Publication of EP0012736B1 publication Critical patent/EP0012736B1/en
Expired legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures 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
    • E04B1/34815Elements not integrated in a skeleton
    • E04B1/3483Elements not integrated in a skeleton the supporting structure consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053Buildings characterised by their shape or layout grid
    • E04B2001/0076Buildings with specific right-angled horizontal layout grid
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053Buildings characterised by their shape or layout grid
    • E04B2001/0084Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures 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
    • E04B2001/34892Means allowing access to the units, e.g. stairs or cantilevered gangways

Definitions

  • the present invention relates to the construction of buildings whose structural work is formed by superposition and juxtaposition of prefabricated construction units according to the preamble of the main claim.
  • DE-A-2437400 describes a construction cell formed by two rectangular plates joined together by four corner pillars.
  • Each tray includes a frame formed by four U-shaped profiles, in which is fixed a sheet folded along a trapezoidal profile which serves to support a floor plate.
  • a second plate forms the underside of the tray.
  • DE-A-1 928 917 describes a transportable house formed by two metal cells assembled by means of connecting pieces.
  • the frame of a cell according to this patent application consists of a series of different box profiles whose shape is adapted to the place and the function of this profile in the cell.
  • the profiles forming the three exterior faces of the cell have bearing surfaces directed towards the interior of the cell, in order to receive the vertical and horizontal panels.
  • the profiles constituting the junction face of one cell with another are further provided with a bearing surface directed towards the outside of the cell and intended to receive junction pieces making the connection with the corresponding profiles of the adjacent cell.
  • Fixing pieces or "corner-fittings" are used for the connection of the uprights with the horizontal profiles and a certain number of intermediate profiles, horizontal and vertical, reinforce the structure of the frame.
  • An object of the present invention is to produce a construction unit by means of a minimum of standardized elements, the basic structure of a unit consisting only of large metal plates, the rigidity of which makes it possible, by means of juxtaposed and superimposed construction units, assembled directly together, of buildings adopting the most diverse forms, and in particular being able to comprise a certain number of units fixed in cantilever and / or in bridge.
  • the present invention aims in particular to obtain said rigidity of the construction units and of the building produced by means of these without having to call upon any additional bracing element or any other reinforcement element foreign to the units themselves. same.
  • Another object of the present invention is to rapidly and economically produce multi-storey buildings, using a light prefabrication technique which, while using standardized prefabricated construction elements, nevertheless allows great flexibility in the architectural design of buildings that 'it makes it possible to build, which can thus be suitable for multiple uses.
  • Another object of the invention is to produce buildings by assembling lightly diversified light prefabricated elements on site, easy to mass produce, easy to store and transport and easy to assemble and disassemble. seem like a low-skilled workforce.
  • Another object of the invention is to produce buildings whose construction of the parts above the ground level, can do without any masonry work, the prefabricated elements used can be assembled by simple bolting.
  • Another object of the invention is to produce buildings with several floors which, once constructed, can easily be enlarged or transformed for a new use or for their adaptation to new needs or requirements of the occupants, these buildings can even be entirely dismantled and reassembled in another place.
  • Another object of the invention is to produce buildings which, thanks to their extreme flexibility of architectural expression and to a simple and effective system for bringing them to temperature, are suitable for being built in any region and in all climates and which, in addition, are perfectly integrated into any existing urban site, thanks to their perfect adaptability to the layout of existing roads, streets and squares, due to the diversity of their shape and the number of their floors.
  • Another object of the invention is to integrate very easily under the buildings, in a technical vacuum resulting from the system itself, all the horizontal urban infrastructure pipes which are usually buried in the ground of the roads which serve the buildings.
  • the subject of the present invention is a system for the construction of the main structure of buildings by the assembly on site of prefabricated construction units which are not very diverse.
  • the lateral faces of the lower frame and of the upper frame, as well as the wings of the uprights, are made up of large metal plates.
  • the term “large flat is defined by French standard NF-A 46-010. This standard specifies in particular that the width of a "wide dish must be between 200 and 1000 mm.
  • the use of wide plates for the production of the upper and lower frames and the uprights gives the construction unit according to the invention an excellent rigidity and ensures the stability of all the buildings constructed by means of these units.
  • the lower and upper parts of the lower and upper frames, as well as the vertical edges of the wings of the uprights, can advantageously be provided with flanges at right angles directed towards the interior of the construction unit.
  • the lower horizontal wall is connected to the lower frame at a level which is offset downward relative to the upper edge of this frame, so that the upper part of the lower frame forms along the edges of the wall. lower a small ledge directed upwards.
  • the lower horizontal wall is connected to the upper edge of the lower frame and is provided on its upper face with a small rim which follows the periphery of this lower wall.
  • the lower frame is provided with one or more openings made below the level of the lower horizontal wall so as to allow the passage of pipes and / or cables.
  • the lower horizontal wall and / or the upper horizontal wall (construction units comprising such walls) have openings close to the vertical edges of the construction unit.
  • the lower horizontal wall and / or the upper horizontal wall of a construction unit may comprise one or more openings of a size allowing the passage of a man, these openings being able to be closed by removable attached panels.
  • the rigidity of the lower and upper walls is preferably reinforced by means of stiffeners consisting of ribs fixed, by means known per se, against a face of its walls.
  • the stiffeners of a lower wall are fixed against the lower face thereof; the stiffeners of an upper wall can be fixed against the lower or upper face of this one.
  • the lower and upper frames and the uprights of the construction units can also be reinforced by means of similar stiffeners.
  • these stiffeners are fixed against the faces directed towards the inside of the construction unit, so that no part of the construction unit projects beyond the faces of the prism represented by this construction unit. .
  • the construction unit takes the form of a straight prism having a standard height, common to all the construction units used for the construction of the same building; in addition, and according to a particular embodiment, at least two sides of the base of said prism have a length which is equal to a reference length common to all the construction units used, or to a multiple of this reference length .
  • Construction units can be entirely factory built and transported as such to construction sites.
  • the invention also relates to a building whose structural work is formed, at least in part, by bolting of superimposed and / or juxtaposed units.
  • the building comprises one or more units which are not supported by their underside and which are fixed only by one or more of their lateral faces against one or more lateral faces of juxtaposed units.
  • the building according to the invention comprises a stack or several stacks spaced from one another, each formed of units resting on each other, each level of each stack being made up of a unit or two or more units juxtaposed and assembled together, spacers providing a spacing between the upper edge of the upper frame of each unit of each stack and the lower edge of the lower frame of the unit which is superposed thereon , units which are not supported by their lower faces being fixed by one or more of their lateral faces against one or more of the free lateral faces of the units which form said stacks resting on horizontal supports.
  • said spacers are part of the construction units themselves and are constituted by the ends of the uprights of the units, these uprights extending beyond the lower edge of the lower frame and / or at beyond the upper edge of the upper frame.
  • the units are equipped with vertical ducts installed in the corners of the units and over the entire height thereof, said horizontal walls lower and / or upper comprising openings at the places where said corner sheaths terminate on such horizontal walls, the corner sheaths of a unit being connected, by means of appropriately shaped sleeves, with the corresponding corner sheaths units located above and / or below, the corner sheaths interconnected thus forming continuous vertical sheaths.
  • Said continuous vertical sheaths can be used as technical sheaths containing pipes and / or cables.
  • Said continuous vertical ducts can also be used as flues for domestic households.
  • Said continuous vertical ducts can also be used to convey air for ventilation or air conditioning of the premises.
  • said continuous vertical sheaths are part of a thermal conditioning installation by radiation which is capable of ensuring a suitable temperature inside the building, by creating an air circulation at a suitable temperature, in closed circuit, in said continuous vertical ducts and in the empty spaces which separate the walls of units or group of units, said empty spaces being completely isolated, by means partitions, the interior of the units and also of the outside atmosphere; openings in the continuous vertical ducts put them in communication, at the various levels of the building, with said empty spaces; continuous vertical ducts which open at the upper level of the building are connected to one or more outgoing ducts; several air return vents, in communication with the empty spaces between the units are installed on the upper level of the building, all these vents are connected to one or more inlet ducts; a fan, connected between the inlet and outlet ducts, provides air circulation in a closed circuit, the air being injected into the continuous vertical ducts, circulating in the empty spaces between the units and emerging from
  • the lower level of the building according to the invention comprises one or more technical galleries in which the cables and conduits which serve the building are installed and to which rising and descending columns which serve the various levels of the building, each technical gallery consisting of a series of units arranged one after the other and resting directly on the foundations.
  • the units shown in Figures 1 to 6 and 8 to 18 are made of metal and preferably steel. Other metals could also be used, but are generally less advantageous from the point of view of their price or from the point of view of their mechanical strength.
  • Fig. 1 is an exploded view showing the main constituent parts of a unit with a rectangular base, according to the invention.
  • This unit includes: a lower frame 1, an upper frame 2 and four uprights 3.
  • a unit may also have an upper horizontal wall 4 and / or a lower horizontal wall 5. As will appear below, most of the units used in the construction of buildings have both an upper horizontal wall and a horizontal wall lower.
  • each upper horizontal wall has one or more openings 6 allowing the passage of a man and being able to be closed by removable attached panels.
  • the various constituent parts of a unit are made of metal and preferably of steel. Other metals are also suitable, but are generally less advantageous from the point of view of their price or their mechanical strength.
  • Each lower frame 1 or upper frame 2 can, for example, be produced by the assembly by welding of four strips of wide plates. Each frame can however also be produced, with a single weld by means of a single large plate folded appropriately into a rectangular frame.
  • Each upright 3 has a V-shaped section and can be produced by right angle welding of two large plates or by right angle folding of a single large plate of double width.
  • the upper wall 4 consists of a sheet assembled, for example by welding, at the upper edge of the upper frame 2.
  • the lower wall 5 consists of a sheet assembled, for example by welding, to the lower frame 1 near the upper edge thereof.
  • the lower wall 5 is not disposed flush with the upper edge of the lower frame 1, but is offset slightly downwards, so that the upper part of the lower frame forms above from the bottom wall 5 a small rim, for example with a height of the order of 10 mm.
  • FIG. 1 still shows some execution details (reference numbers 10, 11, 15, 16 and 19) which will be commented upon with reference to FIG. 2 which represents a unit produced by the assembly of the constituent parts (reference numbers 1 to 6) listed above.
  • FIG. 1 shows such panels 7 intended to close the openings of the two large lateral faces of a rectangular unit.
  • These panels 7 are securely fixed, for example by welding or bolting, to the uprights 3 and to the lower 1 and upper 2 frames, without protruding outwards beyond the side faces of the unit.
  • Such panels 7 are mainly provided to reinforce certain units devoid of lower and upper horizontal walls, thereby giving more stiffness to these structures.
  • Unit A shown in Fig. 2 affects the shape of a rectangular parallelepiped.
  • This figure shows the various constituent parts 1 to 6 shown in FIG. 1.
  • This figure also shows that the lower frame 1 is provided at its lower part with a rim 9, that the upper frame 2 is provided at its lower part with a rim 10 and that the vertical edges of the wings of the uprights 3 are provided with flanges 11. All these flanges are flanges at right angles to the interior of the unit.
  • the long side of the base of said parallelepiped has a length equal to twice the length of the short side of this base.
  • the lower 1 and upper 2 frames, the uprights 3 and the upper 4 and lower 5 walls are reinforced by means of stiffeners designated by the reference numerals 12 to 16; these stiffeners may consist of metal ribs welded against the sheets or large plates which they reinforce; these stiffeners can also consist of metal profiles (for example L, U or C) bolted against these sheets or large plates.
  • stiffeners designated by the reference numerals 12 to 16; these stiffeners may consist of metal ribs welded against the sheets or large plates which they reinforce; these stiffeners can also consist of metal profiles (for example L, U or C) bolted against these sheets or large plates.
  • a manhole 6 is formed, delimited by stiffeners 13 and capable of being closed by a removable attached panel.
  • a second manhole 6 (arranged, for example, symmetrically with the first, with respect to the stiffener 14) can be formed in the upper wall 4.
  • Holes 17, allowing in particular the passage of pipes or cables, are provided in the lower frame 1 below the level of the lower wall 5.
  • each short side of the inner frame 1 is provided with a single hole 17 placed midway between the vertical edges of said frame, each long side of the frame 1 is provided with two holes 17.
  • each small face of the unit A is thus provided with four series of nine holes 18, located near the vertical edges of the construction unit.
  • Each large side face of unit A is provided with eight series of nine holes 18.
  • the arrangement of the holes 17 and 18 is such that, when two units A are placed, with one of their small lateral faces against a large lateral face of a third unit A (each small lateral face covering half of a large lateral face), the holes 17 and 18 of the contacting faces coincide.
  • the wings of the uprights 3 are also provided with bolt holes.
  • Openings 19 of triangular shape are formed in the upper 4 and lower 5 walls near each of the four vertical edges of the unit A. Along each vertical edge of the unit A, a sheath can thus be installed. vertical corner opening on said openings 19 (See Fig. 29 and 30).
  • such a corner sheath is formed by mounting, parallel to a vertical edge of the unit A, a rectangular wall (not shown in the drawings) fixed by its vertical edges to the edges 11 of an upright 3.
  • This wall rectangular which occupies the entire height between the floor and the ceiling, thus forms with the upright 3 and part of the upper frame 2, a corner sheath of triangular section. It is generally advantageous to install such corner sheaths at the four corners of each unit A. However, when in certain places these sheaths are not desired, the openings 19 are closed by means of removable attached panels.
  • Unit C shown in Fig. 3 is designed to be deposited directly on a foundation or foundation footing, in reinforced concrete for example, to which it can be secured by means known per se.
  • Unit C is similar to unit A 'shown in Fig. 2, but in the lower wall 5 are provided two manholes 6 which give access to the space between the lower wall 5 and the foundations. These manholes 6 are delimited by stiffeners 13 and can be closed by removable removable panels. In addition, the openings of the two small side faces of the unit C are closed, over most of their height, by panels 20 made of large sheets reinforced by stiffeners 21.
  • the two small side faces of the unit C are completely closed by panels. According to another embodiment, the two small side faces of the unit C are open and panels close off the two large side faces (entirely or up to a certain height).
  • Fig. 4 shows a unit D which is designed to allow the installation of a spiral staircase for the passage between superimposed units.
  • Unit D is comparable to unit A, but the upper 4 and lower 5 walls are each provided with a semi-circular cutout.
  • the semi-circular cutout of the lower wall 5 is located on the side of one of the large lateral faces and its center is located midway between the vertical edges of this large face.
  • the lower frame 1 is interrupted at the location of this opening.
  • a large flat 22 curved in a semicircle follows the edge of the wall 5 at the location of the cut.
  • This wide plate 22 is connected (for example by welding) to the edge of the wall 5 and also to the lower frame 1 at the places where it is interrupted.
  • the lower frame 1 is provided with a series of bolt holes 23.
  • the rigidity of the unit D is reinforced in the area of said cutout by means of a large reinforcing sheet 24 which itself has a semi-circular cutout.
  • the sheet 24 disposed horizontally under the wall 5 is connected (for example by welding) to the lower edge of the lower frame 1 and of the wide flat 22.
  • the reinforcing sheet 24 is also connected to the lower wall 5 by means of sheet metal parts 25 arranged vertically and fixed by means known per se to the wall 5 and to the edges of the sheet 24 located under this wall 5.
  • sheet metal parts 25 can be fixed in place by welding, but at least one part 25 must be detachably fixed (for example by bolting) so as to allow access to the bolt holes 23, on the inside of the lower frame 1.
  • the semi-circular cutout of the upper wall. 4 is located vertical to that of the bottom wall 5.
  • the semi-circular cutouts complement each other to form circular openings allowing the installation of a spiral staircase for the passage between superimposed D units.
  • units comparable to the D, W aiir unit are provided, of which only the upper wall or the lower wall is provided with a semi - circular cutout.
  • the lower or upper part of the unit is then like in unit A.
  • units C and D can be fitted with corner ducts.
  • Fig. 5 shows a unit B designed mainly to receive a device intended for the vertical movement of people or things between the various floors of a building.
  • a staircase is installed in unit B.
  • a stack of units B then forms a stairwell, but it should be understood that a stack of units B can also be used as an elevator shaft or freight elevator.
  • unit B has a lower frame 1, an upper frame 2 and four uprights 3, but it does not have lower and upper walls.
  • the lower frame 1 Over its entire inner periphery, the lower frame 1 is provided with a stiffener 26 located near its upper edge. This stiffener 26 is located at the level where the bottom wall 5 is located in a unit A.
  • the upper frame is provided at its upper part with a right-angle rim 27 directed towards the inside of the frame 2.
  • the two large lateral faces of the unit B are closed by means of reinforcement panels 7 made of large steel sheets provided with stiffeners 8. These panels 7 are fixed securely, for example by welding or by bolting, to the edges of the uprights 3 and lower 1 and upper 2 frames and thus contribute to the rigidity of the unit B. In FIG. 5, one of the two panels 7 is shown with partial cutaway.
  • Units comparable to unit B are also provided, but provided either with a lower wall (identical to wall 5 of unit A) or with an upper wall (identical to wall 4 of the unit A). Such units are used for the lower or upper levels of a stairwell or an elevator or hoist shaft.
  • prefabricated bearings 28 are installed there, for example by bolting or welding. Between the landings 28 are fixed prefabricated flights of stairs 29 (two per floor). The small side face of the unit B which is located on the side of a mid-level landing is closed by means of an attached panel (not shown).
  • the unit J shown in Figure 6 assumes the shape of a right prism whose base is an equilateral triangle.
  • the structure of a J unit is similar to that of an A unit.
  • a unit J comprises a lower frame 30, an upper frame 31, three uprights 32, an upper wall 33 and a lower wall 34; the uprights 32 have a V-shaped section whose wings form an angle of 60 ° between them.
  • the lower frame 30 is provided at its lower part with a rim 9
  • the upper frame 31 is provided at its lower part with a rim 10
  • the vertical edges of the wings of the uprights 32 are provided with rims 11. All these rims are right-angled ledges directed towards the interior of the unit J.
  • the lower 30 and upper 31 frames, the uprights 32 and the upper 33 and lower 34 walls are reinforced by stiffeners designated by the reference numerals 15, 16 , 35, 36 and 37.
  • each side face of the unit J is identical to a large side face of a unit A and is provided with two holes 17, allowing the passage of pipes or cables, and eight series of bolt holes 18.
  • Figs. 1 to 6 illustrate only some of the units according to the invention shown by way of nonlimiting examples.
  • Fig. 7 schematically shows various forms of units according to the invention, shown in plan, on a small scale. Most of these units shown in Fig. 7 are not shown or described in detail, but their structure is similar to that of the units described above.
  • All the units shown in Fig. 7 affect the shape of a straight prism and, in accordance with an advantageous embodiment of the invention, all these prisms have an identical height; in addition, at least two sides of the base of said prisms have a length which is equal to a reference length common to all the units, or to a multiple of this reference length.
  • the height of each prism is, for example, 3.075 mm and said "reference length is 2.250 mm. Of course, these dimensions are given by way of example.
  • All these units comprise a lower frame, an upper frame and uprights connecting together said lower and upper frames.
  • the shape of said frames obviously corresponds to the shape of the base of the prism; the uprights always have a V or L-shaped section and each upright is arranged so that its edge forms a vertical edge of the prism and that its wings are oriented along the lateral faces of the prism.
  • Some units also have lower and upper walls; in Fig. 7 such units are shown hatched.
  • Units A, B, C, D, and E all have a rectangular base, the short side of this base has a length equal to the "reference length", the length of the long side of the base is double of said "reference length " .
  • the units A, B, C, D have been described above with reference to Figs. 1 to 5.
  • Unit E is similar to unit A, but it has in its upper and lower walls a circular opening allowing the installation of a spiral staircase for the passage between superimposed construction units.
  • the units F, G and H are respectively analogous to the units A, B and E, but they have a square base whose sides have a length equal to the "reference length".
  • the units J, K, L and M all have a base in the shape of an equilateral triangle, the sides of which have a length equal to twice the "reference length".
  • the K unit is quite similar to the J unit, but it has neither an upper wall nor a lower wall.
  • Its lower frame 30 is provided, over its entire inner periphery, with a stiffener 26 located near its upper edge.
  • Its upper frame 31 is provided at its upper part with a right-angle rim 27 directed towards the inside of the frame 31.
  • the L unit is designed to be placed directly on a foundation or foundation sole; unit L is very similar to unit J, but in its lower wall are formed one or more manholes which give access to the space between the lower wall 5 and the foundations.
  • the unit M is also similar to the unit J, but in its upper and lower walls are formed circular openings allowing the installation of a spiral staircase for the passage between superimposed construction units.
  • the units N and P also have a base in the shape of an equilateral triangle; however, the sides of this base have a length equal to the "reference length". For the rest, the units N and P are respectively analogous to the units J and M.
  • the Q and R units have an isosceles trapezoid base, three sides of which have a length equal to the "reference length and the fourth side of which has a length equal to twice this" reference length ".
  • the units Q and R are similar to the units J and M, that is to say that the unit Q has upper and lower walls and the unit R has upper and lower walls in which are housed. circular openings for the installation of a spiral staircase.
  • the units S and T have a base in the shape of a right triangle whose shortest side has a length equal to the "reference length and whose hypotenuse has a length equal to twice this" reference length ".
  • the S and T units are analogous to the J unit.
  • U and W units are similar to S and T units, but their upper and lower walls have a semi-circular cutout. These semi-circular cutouts are located on the side of the larger of the two side faces forming between them a right angle.
  • units U and W are comparable to that of unit D and can be easily understood by referring to FIG. 4. It will be understood that the assembly of a unit U and a unit W suitably juxtaposed forms a structure comparable to a unit M.
  • the Y and Z units have an isosceles triangle base. For the rest, these units have a structure similar to unit J.
  • Unit Y has a base in the shape of an isosceles triangle, the two equal sides of which have a length equal to twice the "reference length”.
  • the third side of the triangle has a length which can be chosen according to the needs of the construction. According to a particular embodiment, this third side has a length equal to the "reference length ⁇ .
  • the unit Z has an isosceles triangle-shaped base, the two equal sides of which have a length equal to the "reference length".
  • the third side can be chosen as required.
  • the series of units shown in FIG. 7 is not exhaustive. Other forms of units can be easily imagined. The units can be assembled together in very many combinations, which makes it possible to compose the most diverse buildings.
  • the units are produced by assembling, by known means, elements prefabricated in the factory.
  • FIG. 8 shows the prefabricated elements whose assembly by bolting allows the production of a unit A similar to that shown in FIG. 2.
  • the uprights 3 are provided at each end and on each wing, with a series of nine bolt holes 18 and the angles 39 are provided with thirty-six bolt holes.
  • unit A During assembly on site, the elements of unit A are first assembled using a countersunk bolt for each countersunk hole. In this way, no bolt head projects beyond the lateral faces of the unit A.
  • the assembly thus produced is strong enough for the unit to be lifted by a crane and put in the place it should. occupy in a building under construction.
  • Fig. 9 illustrates a very advantageous way of stacking the constituent parts of a unit A as shown in FIG. 8, with a view to their storage and transportation.
  • the lower part of the unit A is inverted so as to form a flat metal container in which the four uprights 3 and the eight angles 39 are placed; one can also put in said tank a box of bolts and nuts and other accessories necessary for the construction of the building; the upper part of the unit A is deposited on the lower part, in the manner of a cover, thus forming a container which can be easily stored or transported. For road transport, three or four of these containers can be stacked on a truck.
  • All the construction units according to the invention can be produced by assembling prefabricated elements in the factory, in a manner similar to that shown in FIG. 8, and for most of these units, the component parts can be stacked in a similar manner to that shown in FIG. 9.
  • Fig. 10 illustrates another exemplary embodiment of a unit A by assembling prefabricated elements in the factory.
  • the vertical frames 40 and 41 and the angles 42 are provided with bolt holes 18 and provided at their upper part with a flange 27 which allows the fixing by bolting of the upper wall 4.
  • the lower wall 5 is bolted to horizontal stiffeners 43 carried by the lower part of the vertical frames 40 and 41. These stiffeners 43 are slightly offset downward relative to the upper edge of the lower part of the frames 40 and 41.
  • the stiffeners 43 are located flush with the upper edge of the lower part of the frames 40 and 41 (therefore forming ledges at right angles).
  • the wall 5 is provided with small right-angled edges directed upwards. These small flanges consist, for example, of small metal ribs welded or screwed along the edges of the wall 5. When the unit is assembled and the wall 5 is bolted to such stiffeners 43, these small flanges are found in the extension of the sheets which form the vertical frames 40 and 41.
  • All the construction units according to the invention can be produced by assembling prefabricated elements, in a manner analogous to that shown in FIG. 10.
  • Fig. 11 shows the prefabricated parts whose assembly by bolting makes it possible to form a large unit with a square base A bis; the lower part of this unit A bis is formed of two parts each corresponding to a lower part of a unit A (of the type shown in Fig. 8). These two parts are assembled side by side using thirty-six bolts.
  • the upper part of the unit A bis is formed in the same way by the assembly of two parts each corresponding to an upper part of a unit A (of the type shown in Fig. 8).
  • a unit A the assembly between the uprights 3 and the lower and upper parts is done by bolting, using angles 39.
  • the rigidity of the unit A bis is increased by means of four large plates 44 provided with bolt holes 18. Each wide plate is bolted against the outer face of two short sides of frame 1 (or frame 2) which it thus links together.
  • FIG. 12 is a detailed view, on a large scale, (with cutaway), showing the system for assembling the units at the meeting point of eight units A (of the type shown in FIG.
  • each element shown is designated by its reference number followed by the reference letter corresponding to the unit to which it belongs. For example, the bottom wall of the unit Ab will be called 5b and the top wall of the unit Af will be called 4f. It should be noted that no element of the Ah unit is visible in FIG. 12.
  • the uprights 3 of four juxtaposed units A together form a single pillar which has a cross-section in the form of a potent cross.
  • a rib 45b is welded against the upper surface of the wall 5b.
  • the lower walls 5 of all the units are provided with such ribs 45 near each opening 19.
  • the ribs 45 and the flanges formed by the frames 1 above the walls 5 offer numerous advantages. In particular, they prevent spilled liquids on the upper surface of a wall 5 cannot penetrate into the corner sheaths or between the juxtaposed frames 1.
  • the ribs 45 form support points for fixing the panels constituting the corner sheaths.
  • the edges formed by the frames 1 above the walls 5 form supports which are particularly suitable for the installation of panels of all types (generally light partitions) which close the openings between juxtaposed units.
  • Spacer pieces 46 are interposed between the superimposed units A. These spacers 46 consist of hollow sections (of metal) of rectangular section and they are placed between the rim 9 of a unit A and the outer edge of the wall 4 of the unit A located below. Spacers 46 can thus be arranged around the entire periphery of the units A. According to another embodiment, spacers 46 are however inserted between superimposed units only near the four corners of these units. . The lower and upper faces of the spacers 46 are provided with bolt holes which correspond to the bolt holes 18 formed in the flanges 9 and the walls 4 of the units A. The superimposed units A can thus be secured to each other at by means of threaded rods 47 and nuts 48.
  • soundproofing joints ensuring at the same time the distribution of the loads, are interposed between the contact surfaces of the units assembled together.
  • Such seals can in particular be interposed below and / or above the spacers 46.
  • the elements 49, 50, 51 and 52 are U-shaped profiles, the two short parallel branches of which constitute edges 9 and 26 respectively (for elements 49 and 50) or edges 10 and 27 (for elements 51 and 52).
  • In the elements 49 and 50 are provided holes 17 which allow in particular the passage of pipes or cables.
  • the uprights 53 consist of steel angles.
  • the vertical edges of the wings of the uprights 53 are provided with right-angled flanges 11 directed towards the inside of the unit A.
  • These flanges 11 can be formed by folding the vertical edges of the wings of the uprights 53, but they can also be formed by welding a small angle along each vertical edge of the uprights 53 (against the face of these wings which forms the interior angle of the angle).
  • the lower 54 and upper 55 horizontal walls are steel sheets made by cutting the four corners of rectangular steel sheets, so as to provide openings 19 near each of the four vertical edges of the unit A, when the various elements are assembled to form this unit (See Fig. 14).
  • the lower wall 54 is welded to the edges 26 of the "lower frame formed by the elements 49 and 50 but it projects beyond the outer lateral faces of this frame, forming (with respect to these lateral faces) small edges whose width is equal to the thickness of the wings of the uprights 53.
  • the upper wall 55 is similarly welded to the edges 27 of the "upper frame".
  • the elements 49, 50, 51 and 52 and the uprights 53 are provided, near their ends, with a series of bolt holes 18 which make it possible to assemble together (by bolting) the various constituent elements, to form the unit A as shown in FIG. 14 and which also make it possible to bolt together juxtaposed units A side by side.
  • Stiffeners 56 are welded against the underside of the lower 54 and upper 55 walls. These stiffeners 56 preferably consist of U-shaped profiles (or C-shaped profiles), the open side of which is arranged downwards.
  • the sections which form the "upper and lower frames", the uprights 53 and the stiffeners 56 can all be produced by cold profiling of dishes or large dishes.
  • the lower part of unit A is formed by assembling elements 49, 50, 54 and 56 by welding.
  • the upper part of unit A is formed in an analogous manner with elements 51, 52, 55 and 56.
  • Unit A is then formed by bolting the lower part, the upper part and the four uprights 53. It is generally advantageous that this bolting assembly is not faft in 1 factory which manufactures the prefabricated elements, but of course the construction site (of the building) or near it.
  • the lower and upper parts and the uprights 53 can indeed be very easily stacked so that all of the constituent elements of the unit A then occupies a small volume.
  • Fig. 16 illustrates a very advantageous way of stacking the constituent parts of a unit A as shown in FIG. 14, for storage and transportation.
  • the lower part of the unit A is inverted so as to form a flat metal container in which the four uprights 53 are placed; one can also put in said tank a box of bolts and nuts and other accessories necessary for the construction of the building; this tray is then closed by the upper part which acts as a sort of cover. Because the "lower and upper frames" are interrupted at their corners, the lower and upper parts can be nested one inside the other.
  • the constituent elements of the unit A thus stacked form a kind of container which can be easily stored or transported.
  • the height of this container is only slightly greater than the height of a "frame" so that, for road transport, five or six of these containers can be stacked on a truck.
  • the "upper and lower frames” need not be interrupted at all four corners. According to an alternative embodiment, the “upper and lower frames are each interrupted at only one of their corners. According to another alternative embodiment, the "lower frame is complete, that is to say it is not interrupted at any of its corners, while the" upper frame is interrupted at two opposite corners.
  • All the construction units according to the invention can be produced in a similar manner to that shown in FIGS. 13 and 14 and for most of these units, the component parts can be stacked in a similar manner to that shown in FIG. 16.
  • Fig. 17 shows the prefabricated parts whose bolting assembly makes it possible to form a large unit with a rectangular base A duo; the lower part of this unit A duo is formed of two parts each corresponding to a lower part of a unit A (of the type shown in Fig. 14). These two parts are assembled side by side by bolting.
  • This bolting assembly involves two elements 57 which have a T profile. Each element 57 is composed of a rectangular steel plate 58 and a smaller rectangular steel plate 59 welded perpendicularly to the middle of the rectangular plate 58
  • the rectangular dish 58 has a thickness which is equal to the thickness of the wings of the uprights 53; the rectangular dish 59 has a thickness which is equal to twice the thickness of the wings of the uprights 53.
  • the plates 58 and 59 are provided with bolt holes 18 which are arranged so as to correspond with the bolt holes 18 of the elements 49 and 50.
  • the steel plate 59 (of the element 57) is interposed between the elements 50, while the steel plate 58 is applied against the outer face of the elements 49.
  • the assembly is done by means of a series of bolts and nuts.
  • the upper part of unit A duo is formed in the same way by the assembly by bolting of two parts each corresponding to an upper part of unit A (of the type shown in Fig. 14). This bolting assembly also involves two elements 57.
  • the lower and upper parts of the A duo unit are joined together by four uprights 53 in a manner identical to that which is done for the A units (of the type shown in FIG. 14).
  • FIG. 18 is a detailed view, on a large scale, (with cutaway), showing the system for assembling the units at the meeting point of four units A (of the type shown in FIG. 14), two units (Ar and As) being superimposed on two other units (At and Au).
  • each element shown is designated by its reference number (as in Fig. 14) followed by the reference letter corresponding to the unit to which it belongs.
  • the bottom wall of the unit As will be called 54s and the top wall of the unit Au will be called 55u.
  • the amount 53s extends beyond the lower edge of the elements 49s and 50s.
  • the amount 53u overflows above the upper edge of the elements 51 u and 52 u.
  • the uprights 53s and 53u are assembled together by bolting, by means of joint covers 60.
  • the uprights 53r and 53t are assembled together in the same way (this is not visible in Fig. 18).
  • the uprights 53r and 53s are assembled together by means of a series of bolts which pass through the holes 18.
  • the uprights 53t and 53u are assembled together in the same way.
  • a rib 61s is welded or screwed against the upper surface of the lower wall 54s.
  • the lower walls 54 of all the units are provided with such ribs 61 near each opening 19.
  • the elements 50r and 50s are not contiguous. In fact they are separated by a distance which is equal to twice the thickness of the wings of the uprights 53. The same is true for the elements 52t and 52u.
  • small ribs 62 are fixed against the upper face of these walls.
  • These small ribs 62 consist, for example, of small metal bars, having a square section of 1 cm side, welded or screwed to the walls 54.
  • These small ribs 62 can however also be made of polymeric plastic material; in this case they are glued to the walls 54.
  • Fig. 19 shows, by way of example, the structural work (unfinished) of a building according to the invention.
  • the lower level of this building consists of a technical gallery 63 in which cables and pipes 64 (water, gas, electricity, sewers, etc.) are installed which serve the building and to which rising and falling columns are connected 65 installed in the empty spaces between successive stacks of pairs of construction units.
  • This technical gallery 63 is formed of a series of units C (only one of which is visible in the drawing) arranged one after the other and resting directly on a foundation sole 66 to which they are fixed by means known per se.
  • the C units are placed side by side and assembled together in pairs (by their large side face); a spacing (for example of 30 cm) is provided between the successive pairs of C units.
  • Added sheet metal panels connect the adjacent non-contiguous C units, thus completing the walls of the technical gallery.
  • the panels 20 (see Fig. 3) which partially close off the small lateral faces of the units C prevent the earth from entering the technical gallery 63.
  • there is an opening between the panels 20 and the upper frame 2 of the units C one can thus have access, through the technical gallery 63, to the space between the self and the ground floor units located on the front (fixed cantilevered against the units that form said stacks).
  • Each pair of units C carries a stack of sub-assemblies which are each formed by assembling two units A or two units side by side. The units of the same stack rest on each other, but a spacing is provided between the upper edge of the upper frame of each unit and the lower edge of the lower frame of the unit which is superimposed on it (as shown in Figures 12 and 18).
  • sub-assemblies of said stacks are attached, cantilevered, other sub-assemblies also formed from an assembly of two units. Most of these sub-assemblies are formed by the assembly of two A units. Some of these subassemblies attached in a cantilever are however formed by the assembly of a A unit and a B unit. B arranged vertically from each other form a stairwell.
  • Figs. 20 to 24 schematically illustrate some of the many possibilities of assembling units with a rectangular base (A, B, C, D and E) arranged in an orthogonal mesh.
  • Fig. 20 shows the structure of a building, the base of which consists of a horizontal sole 67 and two vertical reinforced concrete sails 68, which serve to support the entire building.
  • the lower level of the building is made up of series of units each formed of three units assembled end to end by their small side faces; each of these series of three units forms a "bridge" structure whose only ends rest on the sails 68.
  • the units located at the ends of each series are designated by the reference number 69. Between two units 69 is a unit 70 attached to the previous two by its small side faces.
  • Each series composed of two units 69 and one unit 70 carries a stack of series of three units composed of two units 71 and one unit 72 attached to one another in the same way as units 69 and 70.
  • Each series of three units is superimposed with the interposition of spacers 46 and bear on each other only on the side of the small free faces of the units.
  • Each series of three units forms a "bridge" structure whose only ends rest on the ends of the series immediately below and support the ends of the series which is immediately above.
  • the structure shown in FIG. 20 can be extended both horizontally and vertically.
  • the horizontal sole 67 and the sails 68 form a gallery in the basement which can in particular be used as a garage for vehicles, free of intermediate support points.
  • the building shown in Fig. 20 can be broken down into "slices each comprising three lower level units arranged" in a bridge (two units 69 and one unit 70) and all the units arranged above these three units.
  • a space is left between said “slices or between some of them.
  • said “slices are bolted together two by two, but a space is left between the pairs of juxtaposed“ slices ”. This provision thus creates between the successive "sections" or at least between some of them gaps designated by the reference VI.
  • These VI voids communicate with the VI voids that exist between the units arranged one above the other.
  • the voids VI constitute channels for a thermal conditioning installation by radiation which is capable of ensuring a suitable temperature inside the building.
  • the corner sheaths which have been described above (with reference to Fig. 2) play an important role in such a thermal conditioning system.
  • This thermal conditioning system in fact consists in creating an air circulation at an appropriate temperature, in a closed circuit, in said corner sheaths and in the voids VI which separate the walls of units or groups of units.
  • said voids VI are completely isolated, by means of partitions, from the interior of the units and also from the external atmosphere.
  • Said partitions include facade panels and also attached panels arranged in the appropriate places at the lower and upper levels of the building.
  • the vertical VI voids are isolated from the interior of the units by appropriate conduit fittings which pass through these VI voids. Openings in the said continuous vertical corner sheaths put these in communication, on the various floors of the building, with the said empty spaces VI.
  • the air contained in these voids goes up to the upper level of the building where air return vents are installed from where this air returns to said heat exchanger via a fan which ensures the circulation of air.
  • Fig. 21 shows a building, the lower level of which contains two technical galleries in which cables and pipes are installed which serve the building.
  • Each of these technical galleries consists of a series of C units arranged one after the other and resting directly on the foundations.
  • Each unit C carries a stack of rectangular units 73 resting on each other with the interposition of spacers 46.
  • units 74 attached by their small lateral faces against the small lateral faces of the 73 units; these units 74 are thus arranged “in bridge between pairs of units 73.
  • Against the units 73 are hung, in cantilever, units 75.
  • These units 75 are attached by one of their small lateral faces against a small lateral face of a unit 73.
  • Units 74 and 75 do not rest directly on the ground and they do not rest on each other.
  • the units C and the units 73 stacked on top of these units C are thus alone to support and transmit to the foundations of the building the loads and overloads of the whole of the structural work thus produced, the units hung in cantilever (75) or "in bridge” (74) exerting the stresses of their own weight and their overloads only on the units 73 to which they are fixed.
  • the panels 20 which partially close off the small lateral faces of the units C prevent the earth from entering the technical gallery. However, as there is an opening between these panels 20 and the upper frame 2 of the units C, it is thus possible to have access, via the technical gallery, to the space situated between the ground and the units 74 and 75 on the ground floor. - floor.
  • VI voids which communicate with the VI voids which exist between the superimposed units.
  • FIG. 22 shows a building which comprises series of rectangular units 76 juxtaposed and superimposed on each other (with the interposition of spacers 46 according to FIG. 12, forming parallel "sections".
  • each of these series of units is made up of two of these "sections” separated by a vertical void 78a.
  • the series of units located at the end of the building comprises only one " slice ".
  • Each series of units forms a sort of thick hollow load-bearing wall serving as support for floors 77. These floors 77 are in fact double floors consisting of two parallel horizontal walls separated by an empty space 78b.
  • the combination of voids 78a and 78b offers the possibility of creating a thermal conditioning system similar to that described above.
  • Fig. 23 shows a building which comprises two series of rectangular units 79; each of these series forms a kind of thick hollow load-bearing wall serving as support for beams 80 which can carry a roof or a platform.
  • a building of the type shown in FIG. 23 can be used as a hangar, a sports hall, etc.
  • These “hollow walls” offer the advantage that people and things can circulate horizontally and vertically there, and that vertical and horizontal pipes can be installed there.
  • the buildings shown in Figs 20, 21, 22 and 23 are all made up of rectangular units. Most of the units used in the construction of these buildings are A units. However, in places where it is desired to install a spiral staircase, some of these A units are replaced by E or D units. In addition, certain series units arranged vertically from one another may consist of units B so as to thus form a stairwell or an elevator or hoist shaft.
  • Fig. 24 is a perspective view of a building produced by assembling rectangular base units 81 (chosen from units A, B, C, D and E), large triangular base units 82 (chosen from units , J, K, L and M), small triangular base units 83 (selected from units N and P) and trapezoidal base units 84 (selected from units Q and R). As in the previous buildings, some of these units are stacked on top of each other with the interposition of spacers 46 (see Figure 12), thus creating a horizontal empty space VI.
  • Figs. 25 to 27 are schematic plan views of some types of buildings achievable by means of the units according to the invention.
  • Fig. 25 shows a building produced only by means of rectangular base units 81 arranged in an orthogonal mesh; this schematic plan view corresponds, for example, to the building shown in FIG. 20.
  • Fig. 26 which represents another type of building produced by means of rectangular base units 81, shows the possibility of having an offset in the horizontal frame of the plane.
  • Such offsets possibly combined with vertical offsets which it is easy to achieve between stacks of units at the place where they are separated by vertical VI voids, give the possibility of adapting the buildings to the layout of the roads and to the contour lines of the land.
  • Fig. 27 is a schematic plan view of an architectural complex.
  • the construction of this complex involves rectangular base units 81 (chosen from units A, B, C, D and E), large triangular base units 82 (chosen from units J, K, L and M), small triangular base units 83 (selected from units N and P) and trapezoidal base units 84 (selected from units Q and R).
  • Some of the constituent units of this building can be arranged either cantilevered or "bridge". Certain groups of construction units surround empty spaces, thus creating skylights 85.
  • the structural work of the buildings carried out by means of the units of the invention is completed by an envelope made up of facades and roofs.
  • the facades are obviously parallel to the vertical walls of the units located on the periphery of the building. They close the whole, saving or not, according to the needs and in the appropriate places, between them and the cells of the periphery of the building, an empty space which communicates with the spaces which exist between the superimposed units and possibly also with the empty spaces between "slices of the building.
  • These facades can be made of light materials and are, in this case, attached by means known per se to the units which are at the periphery of the building, taking advantage of the numerous orifices for bolts which the vertical walls of all the units.
  • Balconies, terraces or passageways can be hung on the units located on the periphery of the building, by means of hanging elements that cross the facades.
  • the facades can however also be made of heavy materials, in masonry for example. In this case, they must be built against or near the peripheral units and must be seated on their own foundations.
  • roofs are carried by higher level units; when the building comprises units arranged in cantilever or "bridge", it is generally preferable that the roofs do not rest on them, but only on the stacks of units which rest on each other.
  • These roofs can have the most diverse shapes and can be made of very diverse materials according to regions, climates and the shape of buildings.
  • Rainwater can be discharged directly to the outside or be led to vertical pipes which will advantageously find their place in the voids VI or in the corner ducts.
  • Figs. 28 and 29 schematically illustrate the circulation of forced air in a thermal conditioning installation of a building of the type shown in FIG. 19.
  • the air brought to a suitable temperature by a heat exchanger 86 (caloriferous or refrigerating machine) passes through CD outlet ducts and descends in the continuous vertical ducts GV.
  • the air conveyed by the GV ducts escapes through holes 87 made in the sleeves which connect the corner ducts of the construction units to each other; this air is thus distributed in vacuum VI to all levels of the building.
  • the air contained in the empty space VI thus rises to the upper level of the building where air intake vents (not shown) are installed connected to sheets which, at the upper level of the building, enclose the spaces between the neighboring units.
  • the vacuum VI is completely isolated (by means of partitions) from the interior of the units and also from the external atmosphere.
  • the sheets on which the air intake vents are connected form the partition between the vacuum VI and the space between the roof T and the units on the upper floor.
  • the space under the roof can also be part of the air circulation network of the thermal conditioning installation. This can be achieved in particular by connecting, at appropriate locations, air outlet vents (calibrated) to the CD outlet ducts and air intake vents to the CA inlet ducts. In this way, part of the air passing through the heat exchanger 86 circulates in the space between the roof T and the units of the upper floor, thus bringing the ceilings of these units to a suitable temperature.
  • Thermally insulating panels forming a continuous horizontal partition 88 below the ground floor of the building, are fixed to the edges 9 (fig. 2-5) of the construction units which form the ground floor, by means metal fasteners which provide a spacing (for example of ten centimeters) between these flanges 9 and the partition 88. In this way, the air which is injected under the floors of the construction units on the ground floor , can pass under these edges 9 and go back up into the vacuum VI.
  • construction units can be fitted, on the ground, with facade elements, partitions, various pipes and apparatus, before being installed by means of cranes, to form buildings. . This work can be carried out on the assembly line in fairgrounds.

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Description

La présente invention concerne la construction de bâtiments dont le gros oeuvre est formé par superposition et juxtaposition d'unités de construction préfabriquées selon le préambule de la revendication principale.The present invention relates to the construction of buildings whose structural work is formed by superposition and juxtaposition of prefabricated construction units according to the preamble of the main claim.

Il est connu de construire des bâtiments au moyen d'éléments préfabriqués en usine. De nombreux systèmes de construction de ce genre ont déjà été proposés et utilisés.It is known to construct buildings using prefabricated elements in the factory. Many such construction systems have already been proposed and used.

On connaît notamment plusieurs systèmes de construction basés sur la « préfabrication lourde », dans lesquels les éléments préfabriqués consistent principalement en panneaux, poutrelles ou cellules tridimensionnelles en béton armé. Les frais de transport et de manutention interviennent pour une part appréciable dans le coût total des bâtiments ainsi réalisés. De ce fait, la préfabrication lourde n'est applicable et rentable que lorsque la distance de l'usine de préfabrication au chantier de construction n'est pas trop grande. Au-delà d'une certaine distance ou lorsque les moyens de communication sont médiocres, les frais de transport absorbent rapidement la bonification due à la préfabrication des éléments.Several construction systems based on "heavy prefabrication" are known, in which the prefabricated elements consist mainly of panels, beams or three-dimensional reinforced concrete cells. Transport and handling costs account for a significant part of the total cost of the buildings thus produced. Therefore, heavy prefabrication is applicable and profitable only when the distance from the prefabrication plant to the construction site is not too great. Beyond a certain distance or when the means of communication are poor, the transport costs quickly absorb the improvement due to the prefabrication of the elements.

On connaît également plusieurs systèmes de construction basés sur la « préfabrication légère ". Ces systèmes qui font appel principalement à des éléments préfabriqués métalliques ne concernent souvent qu'une partie des bâtiments, comme c'est le cas notamment pour les « murs-rideaux" ou les « panneaux-façades •.Several construction systems based on "light prefabrication " are also known . These systems which mainly use prefabricated metal elements often only concern part of the buildings, as is the case in particular for "curtain walls" or the "façade panels".

Certaines techniques connues permettent cependant de construire des bâtiments réalisés entièrement, ou presque, en éléments préfabriqués légers. En général, ces techniques connues sont cependant limitées à la construction de bâtiments spécifiques, en particulier de faible hauteur et principalement à un seul niveau.Certain known techniques however make it possible to construct buildings made entirely, or almost, of light prefabricated elements. In general, these known techniques are however limited to the construction of specific buildings, in particular of low height and mainly on one level.

Des systèmes de construction faisant appel à des éléments préfabriqués métalliques ont été décrits dans les DE-A-2437400 et DE-A-1 928917.Construction systems using prefabricated metal elements have been described in DE-A-2437400 and DE-A-1 928917.

Le DE-A-2437400 décrit une cellule de construction formée de deux plateaux rectangulaires réunis entre eux par quatre piliers de coin. Chaque plateau comprend un cadre formé de quatre profilés en U, dans lequel est fixée une tôle pliée suivant un profil en trapèze qui sert d'appui à une plaque de plancher. Une deuxième plaque forme la face inférieure du plateau. On peut remarquer que ces cellules sont conçues pour la réalisation de petites constructions à un seul niveau, rien n'est prévu pour superposer plusieurs cellules. Compte tenu de la structure des cellules, il est en outre nécessaire de prévoir une triangulation (contreventement) pour raidir l'ensemble de l'ossature, même pour de petites constructions à un seul niveau.DE-A-2437400 describes a construction cell formed by two rectangular plates joined together by four corner pillars. Each tray includes a frame formed by four U-shaped profiles, in which is fixed a sheet folded along a trapezoidal profile which serves to support a floor plate. A second plate forms the underside of the tray. We can notice that these cells are designed for the realization of small constructions on one level, nothing is planned to superimpose several cells. Given the structure of the cells, it is also necessary to provide a triangulation (bracing) to stiffen the entire frame, even for small constructions at one level.

Le DE-A-1 928 917 décrit une maison transportable formée de deux cellules métalliques assemblées au moyen de pièces de jonction. L'ossature d'une cellule suivant cette demande de brevet est constituée d'une série de profilés en caisson différents dont la forme est adaptée à la place et à la fonction de ce profilé dans la cellule. Les profilés formant les trois faces.extérieures de la cellule comportent des surfaces d'appui dirigées vers l'intérieur de la cellule, afin de recevoir les panneaux verticaux et horizontaux. Les profilés constituant la face de jonction d'une cellule avec une autre sont en outre pourvus d'une surface d'appui dirigée vers l'extérieur de la cellule et destinée à recevoir des pièces de jonction réalisant la liaison avec les profilés correspondants de la cellule adjacente. Des pièces de fixation ou « corner-fittings sont utilisées pour la liaison des montants avec les profilés horizontaux et un certain nombre de profilés intermédiaires, horizontaux et verticaux, renforcent la structure de l'ossature. L'inconvénient d'un tel type de construction est qu'un grand nombre d'éléments distincts, à savoir une quantité de profilés différents auxquels viennent s'ajouter des pièces de jonction, doivent être utilisés pour la réalisation d'un bâtiment de petites dimensions et à un seul niveau. La diversité des profilés rend la fabrication coûteuse et compliquée et la cellule réalisée n'est pas symétrique. En outre, le cadre supérieur de ces cellules est de structure très légère et spécialement conçu pour ne recevoir qu'une toiture, ce qui montre bien qu'il n'est pas prévu de superposer de telles cellules.DE-A-1 928 917 describes a transportable house formed by two metal cells assembled by means of connecting pieces. The frame of a cell according to this patent application consists of a series of different box profiles whose shape is adapted to the place and the function of this profile in the cell. The profiles forming the three exterior faces of the cell have bearing surfaces directed towards the interior of the cell, in order to receive the vertical and horizontal panels. The profiles constituting the junction face of one cell with another are further provided with a bearing surface directed towards the outside of the cell and intended to receive junction pieces making the connection with the corresponding profiles of the adjacent cell. Fixing pieces or "corner-fittings" are used for the connection of the uprights with the horizontal profiles and a certain number of intermediate profiles, horizontal and vertical, reinforce the structure of the frame. The disadvantage of such a type of construction is that a large number of separate elements, namely a quantity of different profiles to which are added connecting pieces, must be used for the realization of a building of small dimensions and at one level. The diversity of profiles makes manufacturing expensive and complicated and the cell produced is not symmetrical. In addition, the upper frame of these cells is of very light structure and specially designed to receive only one roof, which clearly shows that there are no plans to superimpose such cells.

Un but de la présente invention est de réaliser une unité de construction au moyen d'un minimum d'éléments standardisés, la structure de base d'une unité étant constituée uniquement de larges plats métalliques dont la rigidité permet de réaliser, au moyen d'unités de construction juxtaposées et superposées, assemblées directement entre elles, des bâtiments adoptant les formes les plus diverses, et notamment pouvant comporter un certain nombre d'unités fixées en porte-à-faux et/ou en pont. La présente invention vise en particulier à obtenir ladite rigidité des unités de construction et du bâtiment réalisé au moyen de celles-ci sans qu'on ait à faire appel à aucun élément complémentaire de contreventement ou à tout autre élément de renforcement étranger aux unités elles-mêmes.An object of the present invention is to produce a construction unit by means of a minimum of standardized elements, the basic structure of a unit consisting only of large metal plates, the rigidity of which makes it possible, by means of juxtaposed and superimposed construction units, assembled directly together, of buildings adopting the most diverse forms, and in particular being able to comprise a certain number of units fixed in cantilever and / or in bridge. The present invention aims in particular to obtain said rigidity of the construction units and of the building produced by means of these without having to call upon any additional bracing element or any other reinforcement element foreign to the units themselves. same.

Un autre but de la présente invention est de réaliser rapidement et économiquement, des bâtiments à plusieurs étages, suivant une technique de préfabrication légère qui, tout en utilisant des éléments de construction préfabriqués standardisés, permet cependant une grande souplesse dans la conception architecturale des bâtiments qu'elle permet de construire, ceux-ci pouvant ainsi convenir à de multiples usages.Another object of the present invention is to rapidly and economically produce multi-storey buildings, using a light prefabrication technique which, while using standardized prefabricated construction elements, nevertheless allows great flexibility in the architectural design of buildings that 'it makes it possible to build, which can thus be suitable for multiple uses.

Un autre but de l'invention est de réaliser des bâtiments par l'assemblage sur chantier d'éléments préfabriqués légers peu diversifiés, faciles à fabriquer en série, faciles à entreposer et à transporter et faciles à assembler et à désassembler par une main-d'œuvre peu qualifiée.Another object of the invention is to produce buildings by assembling lightly diversified light prefabricated elements on site, easy to mass produce, easy to store and transport and easy to assemble and disassemble. seem like a low-skilled workforce.

Un autre but de l'invention est de réaliser des bâtiments dont l'édification des parties au-dessus du niveau du sol, peut se passer de tout travail de maçonnerie, les éléments préfabriqués utilisés pouvant être assemblés par simple boulonnage.Another object of the invention is to produce buildings whose construction of the parts above the ground level, can do without any masonry work, the prefabricated elements used can be assembled by simple bolting.

Un autre but de l'invention est de réaliser des bâtiments à plusieurs étages qui, une fois construits, peuvent facilement être agrandis ou transformés pour un nouvel usage ou pour leur adaptation à de nouveaux besoins ou exigences des occupants, ces bâtiments pouvant même être entièrement démontés et remontés en un autre lieu.Another object of the invention is to produce buildings with several floors which, once constructed, can easily be enlarged or transformed for a new use or for their adaptation to new needs or requirements of the occupants, these buildings can even be entirely dismantled and reassembled in another place.

Un autre but de l'invention est de réaliser des bâtiments qui, grâce à leur extrême souplesse d'expression architecturale et à un système de mise à température simple et efficace, conviennent pour être édifiés en toute région et sous tous les climats et qui, de plus, sont parfaitement intégrables dans tout site urbain existant, grâce à leur parfaite adaptabilité au tracé de voiries, rues et places existantes, en raison de la diversité de leur forme et du nombre de leurs étages.Another object of the invention is to produce buildings which, thanks to their extreme flexibility of architectural expression and to a simple and effective system for bringing them to temperature, are suitable for being built in any region and in all climates and which, in addition, are perfectly integrated into any existing urban site, thanks to their perfect adaptability to the layout of existing roads, streets and squares, due to the diversity of their shape and the number of their floors.

Un autre but de l'invention est d'intégrer très facilement sous les bâtiments, dans un vide technique résultant du système lui-même, toutes les canalisations horizontales urbaines d'infrastructure qui sont habituellement enfouies dans le sol des voiries qui desservent les bâtiments.Another object of the invention is to integrate very easily under the buildings, in a technical vacuum resulting from the system itself, all the horizontal urban infrastructure pipes which are usually buried in the ground of the roads which serve the buildings.

La présente invention a pour objet un système de construction du gros oeuvre de bâtiments par l'assemblage sur chantier d'unités de construction préfabriquées peu diversifiées.The subject of the present invention is a system for the construction of the main structure of buildings by the assembly on site of prefabricated construction units which are not very diverse.

Chaque unité de construction, suivant la présente invention et conformément à la partie caractérisante de la revendication 1, consiste en une structure métallique affectant, en gros, la forme d'un prisme droit et comporte :

  • - un cadre inférieur formé de larges plats métalliques disposés suivant les faces latérales dudit prisme de manière telle que le bord inférieur de ce cadre inférieur figure les côtés de la base inférieure dudit prisme,
  • - un cadre supérieur formé de larges plats métalliques disposés suivant les faces latérales dudit prisme de manière telle que le bord supérieur de ce cadre supérieur figure les côtés de la base supérieure dudit prisme,
  • - des montants ayant une section en forme de V raccordant entre eux ledit cadre inférieur et ledit cadre supérieur, chaque montant étant disposé de sorte que son arête forme une arête verticale dudit prisme et que ses ailes, formées de larges plats, soient disposées suivant les faces latérales dudit prisme,
  • - une paroi horizontale supérieure consistant en une tôle raccordée au bord supérieur dudit cadre supérieur en figurant ainsi la base supérieure dudit prisme, ladite plaque étant autoporteuse de sorte que le cadre supérieur et la paroi supérieure forment ensemble un caisson vide, ouvert vers le bas,
  • - une paroi horizontale inférieure consistant en une tôle raccordée au bord supérieur dudit cadre inférieur ou à proximité de celui-ci, ladite plaque étant autoporteuse de sorte que le cadre inférieur et la paroi inférieure forment ensemble un caisson vide, ouvert vers le bas.
Each construction unit, according to the present invention and in accordance with the characterizing part of claim 1, consists of a metal structure roughly affecting the shape of a straight prism and comprises:
  • a lower frame formed by large metal dishes arranged along the lateral faces of said prism so that the lower edge of this lower frame represents the sides of the lower base of said prism,
  • an upper frame formed by large metal dishes arranged along the lateral faces of said prism so that the upper edge of this upper frame represents the sides of the upper base of said prism,
  • - uprights having a V-shaped section connecting between them said lower frame and said upper frame, each upright being arranged so that its edge forms a vertical edge of said prism and that its wings, formed by wide flats, are arranged according to the lateral faces of said prism,
  • an upper horizontal wall consisting of a sheet connected to the upper edge of said upper frame, thus representing the upper base of said prism, said plate being self-supporting so that the upper frame and the upper wall together form an empty box, open downwards,
  • - A lower horizontal wall consisting of a sheet connected to the upper edge of said lower frame or close to it, said plate being self-supporting so that the lower frame and the lower wall together form an empty box, open downwards.

Une caractéristique importante de l'unité de construction suivant l'invention est que les faces latérales du cadre inférieur et du cadre supérieur, ainsi que les ailes des montants, sont constituées de larges plats métalliques. Le terme « large plat est défini par la norme française NF-A 46-010. Cette norme spécifie notamment que la largeur d'un « large plat doit être comprise entre 200 et 1 000 mm. L'utilisation de larges plats pour la réalisation des cadres inférieur et supérieur et des montants donne à l'unité de construction suivant l'invention une excellente rigidité et assure la stabilité de l'ensemble des bâtiments construits au moyen de ces unités.An important characteristic of the construction unit according to the invention is that the lateral faces of the lower frame and of the upper frame, as well as the wings of the uprights, are made up of large metal plates. The term “large flat is defined by French standard NF-A 46-010. This standard specifies in particular that the width of a "wide dish must be between 200 and 1000 mm. The use of wide plates for the production of the upper and lower frames and the uprights gives the construction unit according to the invention an excellent rigidity and ensures the stability of all the buildings constructed by means of these units.

Les parties inférieure et supérieure des cadres inférieur et supérieur, ainsi que les bords verticaux des ailes des montants, peuvent avantageusement être pourvus de rebords à angle droit dirigés vers l'intérieur de l'unité de construction.The lower and upper parts of the lower and upper frames, as well as the vertical edges of the wings of the uprights, can advantageously be provided with flanges at right angles directed towards the interior of the construction unit.

Suivant une forme de réalisation, la paroi horizontale inférieure est raccordée au cadre inférieur à un niveau qui est décalé vers le bas par rapport au bord supérieur de ce cadre, de sorte que la partie supérieure du cadre inférieur forme le long des bords de la paroi inférieure un petit rebord dirigé vers le haut.According to one embodiment, the lower horizontal wall is connected to the lower frame at a level which is offset downward relative to the upper edge of this frame, so that the upper part of the lower frame forms along the edges of the wall. lower a small ledge directed upwards.

Suivant une autre forme de réalisation, la paroi horizontale inférieure est raccordée au bord supérieur du cadre inférieur et est pourvue à sa face supérieure d'un petit rebord qui suit le pourtour de cette paroi inférieure.According to another embodiment, the lower horizontal wall is connected to the upper edge of the lower frame and is provided on its upper face with a small rim which follows the periphery of this lower wall.

Il est avantageux que le cadre inférieur soit pourvu d'une ou plusieurs ouvertures ménagées sous le niveau de la paroi horizontale inférieure de manière à permettre le passage de canalisations et/ou câbles.It is advantageous that the lower frame is provided with one or more openings made below the level of the lower horizontal wall so as to allow the passage of pipes and / or cables.

Suivant une forme d'exécution avantageuse, la paroi horizontale inférieure et/ou la paroi horizontale supérieure (des unités de construction comportant de telles parois) comportent des ouvertures à proximité des arêtes verticales de l'unité de construction.According to an advantageous embodiment, the lower horizontal wall and / or the upper horizontal wall (construction units comprising such walls) have openings close to the vertical edges of the construction unit.

La paroi horizontale inférieure et/ou la paroi horizontale supérieure d'une unité de construction peuvent comporter une ou plusieurs ouvertures d'une dimension permettant le passage d'un homme, ces ouvertures pouvant être obturées par des panneaux rapportés amovibles.The lower horizontal wall and / or the upper horizontal wall of a construction unit may comprise one or more openings of a size allowing the passage of a man, these openings being able to be closed by removable attached panels.

Comme il ressortira de la suite de la description, d'autres unités de construction sont spécialement conçues pour permettre le passage (par un ascenseur ou un escalier) entre des unités de construction superposées.As will become apparent from the following description, other construction units are specially designed to allow passage (by an elevator or a staircase) between superimposed construction units.

La rigidité des parois inférieure et supérieure est de préférence renforcée au moyen de raidisseurs consistant en des nervures fixées, par des moyens connus en soi, contre une face de ses parois. Les raidisseurs d'une paroi inférieure sont fixés contre la face inférieure de celle-ci ; les raidisseurs d'une paroi supérieure peuvent être fixés contre la face inférieure ou supérieure de ceile-ci.The rigidity of the lower and upper walls is preferably reinforced by means of stiffeners consisting of ribs fixed, by means known per se, against a face of its walls. The stiffeners of a lower wall are fixed against the lower face thereof; the stiffeners of an upper wall can be fixed against the lower or upper face of this one.

Les cadres inférieur et supérieur et les montants des unités de construction peuvent également être renforcés au moyen de raidisseurs analogues. Dans ce cas, ces raidisseurs sont fixés contre les faces dirigées vers l'intérieur de l'unité de construction, de sorte qu'aucune partie de l'unité de construction ne déborde au-delà des faces du prisme figuré par cette unité de construction.The lower and upper frames and the uprights of the construction units can also be reinforced by means of similar stiffeners. In this case, these stiffeners are fixed against the faces directed towards the inside of the construction unit, so that no part of the construction unit projects beyond the faces of the prism represented by this construction unit. .

Suivant une forme d'exécution avantageuse, l'unité de construction affecte la forme d'un prisme droit ayant une hauteur standard, commune à toutes les unités de construction utilisées pour la construction d'un même bâtiment ; en outre, et suivant une forme d'exécution particulière, au moins deux côtés de la base dudit prisme ont une longueur qui est égale à une longueur de référence commune à toutes les unités de construction utilisées, ou à un multiple de cette longueur de référence.According to an advantageous embodiment, the construction unit takes the form of a straight prism having a standard height, common to all the construction units used for the construction of the same building; in addition, and according to a particular embodiment, at least two sides of the base of said prism have a length which is equal to a reference length common to all the construction units used, or to a multiple of this reference length .

Les unités de construction peuvent être entièrement construites en usine et transportées comme telles vers les chantiers de construction.Construction units can be entirely factory built and transported as such to construction sites.

Suivant une autre forme de réalisation, l'unité de construction est cependant réalisée par l'assemblage, par des moyens connus en soi (par exemple par boulonnage ou par soudage), d'éléments préfabriqués en usine et comprenant :

  • 1. une partie inférieure choisie parmi lesdits cadres inférieurs et lesdits cadres inférieurs munis d'une paroi inférieure,
  • 2. une partie supérieure choisie parmi lesdits cadres supérieurs et lesdits cadres supérieurs munis d'une paroi supérieure,
  • 3. les montants de l'unité de construction.
According to another embodiment, the construction unit is however produced by assembling, by means known per se (for example by bolting or welding), elements prefabricated in the factory and comprising:
  • 1. a lower part chosen from said lower frames and said lower frames provided with a lower wall,
  • 2. an upper part chosen from said upper frames and said upper frames provided with an upper wall,
  • 3. the uprights of the construction unit.

Suivant une forme d'exécution particulière, une unité de construction affecte la forme d'un prisme droit à base rectangulaire, et est réalisée par l'assemblage sur chantier, par des moyens connus en soi, d'éléments préfabriqués en usine comprenant :

  • 1. une partie inférieure réalisée elle-même par l'assemblage côte à côte, sur chantier, de deux parties rectangulaires identiques comportant chacune un cadre inférieur et une paroi inférieure,
  • 2. une partie supérieure réalisée elle-même par l'assemblage côte à côte, sur chantier, de deux parties rectangulaires identiques comportant chacune un cadre supérieur et une paroi supérieurs,
  • 3. quatre montants.
According to a particular embodiment, a construction unit takes the form of a straight prism with a rectangular base, and is produced by assembling on site, by means known per se, elements prefabricated in the factory comprising:
  • 1. a lower part produced itself by the assembly side by side, on site, of two identical rectangular parts each comprising a lower frame and a lower wall,
  • 2. an upper part produced itself by the assembly side by side, on site, of two identical rectangular parts each comprising an upper frame and an upper wall,
  • 3. four uprights.

Pour la simplicité de l'exposé, les unités de construction suivant l'invention seront appelées « unités dans la suite du présent mémoire descriptif.For the simplicity of the description, the construction units according to the invention will be called “units in the remainder of this description.

L'invention a également pour objet un bâtiment dont le gros oeuvre est formé, au moins en partie, par boulonnage d'unités superposées et/ou juxtaposées.The invention also relates to a building whose structural work is formed, at least in part, by bolting of superimposed and / or juxtaposed units.

Suivant une forme d'exécution particulière, le bâtiment comporte une ou plusieurs unités qui ne prennent pas appui par leur face inférieure et qui sont fixées uniquement par une ou plusieurs de leurs faces latérales contre une ou plusieurs faces latérales d'unités juxtaposées.According to a particular embodiment, the building comprises one or more units which are not supported by their underside and which are fixed only by one or more of their lateral faces against one or more lateral faces of juxtaposed units.

Suivant une forme d'exécution avantageuse, le bâtiment suivant l'invention comporte un empilement ou plusieurs empilements écartés l'un de l'autre, formés chacun d'unités reposant les unes sur les autres, chaque niveau de chaque empilement étant constitué d'une unité ou de deux ou plusieurs unités juxtaposées et assemblées entre elles, des pièces d'espacement ménageant un écartement entre le bord supérieur du cadre supérieur de chaque unité de chaque empilement et le bord inférieur du cadre inférieur de l'unité qui lui est superposée, des unités qui ne prennent pas appui par leurs faces inférieures étant fixées par une ou plusieurs de leurs faces latérales contre une ou plusieurs des faces latérales libres des unités qui forment lesdits empilements reposant sur des appuis horizontaux.According to an advantageous embodiment, the building according to the invention comprises a stack or several stacks spaced from one another, each formed of units resting on each other, each level of each stack being made up of a unit or two or more units juxtaposed and assembled together, spacers providing a spacing between the upper edge of the upper frame of each unit of each stack and the lower edge of the lower frame of the unit which is superposed thereon , units which are not supported by their lower faces being fixed by one or more of their lateral faces against one or more of the free lateral faces of the units which form said stacks resting on horizontal supports.

Suivant une forme d'exécution particulière, lesdites pièces d'espacement font partie des unités de construction elles-mêmes et sont constituées par les extrémités des montants des unités, ces montants se prolongeant au-delà du bord inférieur du cadre inférieur et/ou au-delà du bord supérieur du cadre supérieur.According to a particular embodiment, said spacers are part of the construction units themselves and are constituted by the ends of the uprights of the units, these uprights extending beyond the lower edge of the lower frame and / or at beyond the upper edge of the upper frame.

Suivant une forme d'exécution avantageuse du bâtiment suivant l'invention, les unités, ou du moins certaines d'entre elles, sont équipées de gaines verticales installées dans les encoignures des unités et sur toute la hauteur de celles-ci, lesdites parois horizontales inférieures et/ou supérieures comportant des ouvertures aux endroits où lesdites gaines d'encoignure aboutissent sur de telles parois horizontales, les gaines d'encoignure d'une unité étant raccordées, au moyen de fourreaux de forme appropriée, avec les gaines d'encoignure correspondantes des unités situées au-dessus et/ou au-dessous, les gaines d'encoignure reliées entre elles formant ainsi des gaines verticales continues.According to an advantageous embodiment of the building according to the invention, the units, or at least some of them, are equipped with vertical ducts installed in the corners of the units and over the entire height thereof, said horizontal walls lower and / or upper comprising openings at the places where said corner sheaths terminate on such horizontal walls, the corner sheaths of a unit being connected, by means of appropriately shaped sleeves, with the corresponding corner sheaths units located above and / or below, the corner sheaths interconnected thus forming continuous vertical sheaths.

Lesdites gaines verticales continues, ou certaines d'entre-elles, peuvent être utilisées comme gaines techniques contenant des canalisations et/ou des câbles.Said continuous vertical sheaths, or some of them, can be used as technical sheaths containing pipes and / or cables.

Lesdites gaines verticales continues, ou certaines d'entre elles, peuvent également être utilisées comme conduits de fumée pour des foyers domestiques.Said continuous vertical ducts, or some of them, can also be used as flues for domestic households.

Lesdites gaines verticales continues, ou certaines d'entre elles, peuvent également être utilisées pour véhiculer de l'air pour la ventilation ou le conditionnement d'air des locaux.Said continuous vertical ducts, or some of them, can also be used to convey air for ventilation or air conditioning of the premises.

Suivant une forme d'exécution avantageuse du bâtiment suivant l'invention, lesdites gaines verticales continues, ou certaines d'entre elles, font partie d'une installation de conditionnement thermique par rayonnement qui est apte à assurer une température convenable à l'intérieur du bâtiment, en créant une circulation d'air à température appropriée, en circuit fermé, dans lesdites gaines verticales continues et dans les espaces vides qui séparent les parois d'unités ou du groupe d'unités, lesdits espaces vides étant complètement isolés, au moyen de cloisons, de l'intérieur des unités et également de l'atmosphère extérieure ; des ouvertures ménagées dans les gaines verticales continues mettent celles-ci en communication, aux divers niveaux du bâtiment, avec lesdits espaces vides ; des gaines verticales continues qui débouchent au niveau supérieur du bâtiment sont raccordées à un ou plusieurs conduits de départ ; plusieurs bouches de reprise d'air, en communication avec les espaces vides entre les unités sont installées au niveau supérieur du bâtiment, toutes ces bouches sont raccordées à un ou plusieurs conduits d'arrivée ; un ventilateur, branché entre les conduits d'arrivée et les conduits de départ, assure une circulation d'air en circuit fermé, l'air étant injecté dans les gaines verticales continues, circulant dans les espaces vides entre les unités et ressortant de ces espaces vides par lesdites bouches de reprise d'air ; l'échangeur de chaleur d'un calorifère ou d'une machine frigorifique est intercalé dans le circuit, en amont ou aval dudit ventilateur.According to an advantageous embodiment of the building according to the invention, said continuous vertical sheaths, or some of them, are part of a thermal conditioning installation by radiation which is capable of ensuring a suitable temperature inside the building, by creating an air circulation at a suitable temperature, in closed circuit, in said continuous vertical ducts and in the empty spaces which separate the walls of units or group of units, said empty spaces being completely isolated, by means partitions, the interior of the units and also of the outside atmosphere; openings in the continuous vertical ducts put them in communication, at the various levels of the building, with said empty spaces; continuous vertical ducts which open at the upper level of the building are connected to one or more outgoing ducts; several air return vents, in communication with the empty spaces between the units are installed on the upper level of the building, all these vents are connected to one or more inlet ducts; a fan, connected between the inlet and outlet ducts, provides air circulation in a closed circuit, the air being injected into the continuous vertical ducts, circulating in the empty spaces between the units and emerging from these spaces empty by said air intake vents; the heat exchanger of a calorifer or a refrigerating machine is inserted in the circuit, upstream or downstream of said fan.

Suivant une forme d'exécution avantageuse, le niveau inférieur du bâtiment suivant l'invention comporte une ou plusieurs galeries techniques dans lesquelles sont installés les câbles et canalisations qui desservent le bâtiment et auxquels se raccordent des colonnes montantes et descendantes qui desservent les divers niveaux du bâtiment, chaque galerie technique consistant en une série d'unités disposées à la suite l'une de l'autre et reposant directement sur les fondations.According to an advantageous embodiment, the lower level of the building according to the invention comprises one or more technical galleries in which the cables and conduits which serve the building are installed and to which rising and descending columns which serve the various levels of the building, each technical gallery consisting of a series of units arranged one after the other and resting directly on the foundations.

D'autres caractéristiques et avantages de l'invention ressortiront de la description, donnée ci-après à titre d'exemples, des quelques formes de réalisation particulière de l'invention, références étant faites aux dessins annexés, dans lesquels :

  • la Figure 1 est une vue en éclaté d'une unité conforme à l'invention ;
  • la Figure 2 montre une unité à base rectangulaire, représentée en perspective cavalière, vue obliquement par au-dessous ;
  • la Figure 3 montre de manière analogue une unité à base rectangulaire conçue pour la réalisation de galeries techniques en sous-sol ;
  • la Figure 4 montre une unité dont les parois supérieure et inférieure sont pourvues de découpures semi-circulaires ; cette unité est représentée en perspective cavalière, vue en oblique par au-dessous ;
  • la Figure 5 montre de manière analogue une unité équipée d'une volée d'escalier et de paliers ;
  • la Figure 6 montre de manière analogue une unité à base triangulaire comportant des parois horizontales supérieure et inférieure ;
  • la Figure 7 montre schématiquement diverses formes d'unités suivant l'invention, représentées en plan, à petite échelle ;
  • la Figure 8 est une vue en éclaté montrant des pièces préfabriquées dont l'assemblage par boulonnage permet la réalisation d'une unité analogue à celle montrée à la Fig. 2 ;
  • la Figure 9 illustre une manière avantageuse d'empiler les pièces constitutives de l'unité montrée à la Fig. 8, en vue de leur stockage et de leur transport ;
  • la Figure 10 est une autre vue en éclaté montrant d'autres pièces préfabriquées dont l'assemblage par boulonnage permet la réalisation d'une unité analogue à celle montrée à la Fig. 2 ;
  • la Figure 11 est une vue en éclaté montrant les pièces préfabriquées (analogues à celles utilisées pour former l'unité illustrée à la Fig. 8) dont l'assemblage par boulonnage permet la réalisation d'une grande unité à base carrée ;
  • la Figure 12 est une vue de détail, à plus grande échelle (avec arrachements), montrant le système d'assemblage des unités, au point de rencontre de quatre unités (du type illustré à la Fig. 8) superposées, par l'intermédiaire de pièces d'espacement, à quatre autres unités du même type;
  • la Figure 13 est une vue en éclaté (analogue à celles des Fig. 8 et 10) montrant d'autres pièces préfabriquées dont l'assemblage permet la réalisation d'une unité analogue à celle montrée à la Fig. 2 ;
  • la Figure 14 montre cette unité après assemblage de ses éléments constitutifs ; cette unité est représentée en perspective cavalière vue en oblique par au-dessous ;
  • la Figure 15 montre les cinq types d'éléments structuraux utilisés pour réaliser des unités comme celle montrée à la Fig. 14 ;
  • la Figure 16 illustre une manière avantageuse d'empiler les pièces constitutives de l'unité montrée à la Fig. 1, en vue de leur stockage et de leur transport ;
  • la Figure 17 est une vue en éclaté montrant les pièces préfabriquées (analogues à celles utilisées pour former l'unité illustrée à la Fig. 14) dont l'assemblage par boulonnage permet la réalisation d'une grande unité à base rectangulaire ;
  • la Figure 18 est une vue de détail, à plus grande échelle (avec arrachements), montrant le système d'assemblage des unités, au point de rencontre de deux unités (du type illustré à la Fig; 14) superposées à deux autres unités du même type.
  • la Figure 19 est une vue en perspective cavalière (partiellement en éclaté) montrant le gros oeuvre d'un bâtiment réalisé suivant l'invention ;
  • les Figures 20 à 24 sont des vues schématiques en perspective cavalière (à plus petite échelle), illustrant quelques-unes des nombreuses possibilités d'assemblage d'unités pour la réalisation de bâtiments ;
  • les Figures 25 à 27 sont des vues schématiques en plan de quelques types de bâtiments réalisables au moyen des unités suivant l'invention.
  • les Figures 28 et 29 illustrent, de manière schématique, la circulation de l'air d'une installation de conditionnement thermique suivant l'invention. La Fig. 28 est une coupe suivant un plan vertical perpendiculaire à une façade du bâtiment. La Fig. 29 est une coupe d'une partie du bâtiment suivant le plan XXX-XXX de la Fig. 28.
Other characteristics and advantages of the invention will emerge from the description, given below by way of examples, of some particular embodiments of the invention, references being made to the appended drawings, in which:
  • Figure 1 is an exploded view of a unit according to the invention;
  • Figure 2 shows a unit with a rectangular base, shown in perspective view, viewed obliquely from below;
  • Figure 3 similarly shows a rectangular base unit designed for the realization of technical galleries in the basement;
  • Figure 4 shows a unit whose upper and lower walls are provided with semicircular cutouts; this unit is shown in perspective, viewed obliquely from below;
  • Figure 5 similarly shows a unit equipped with a flight of stairs and landings;
  • Figure 6 similarly shows a triangular base unit having upper and lower horizontal walls;
  • Figure 7 schematically shows various forms of units according to the invention, shown in plan, on a small scale;
  • FIG. 8 is an exploded view showing prefabricated parts whose assembly by bolting allows the production of a unit similar to that shown in FIG. 2;
  • FIG. 9 illustrates an advantageous way of stacking the constituent parts of the unit shown in FIG. 8, for their storage and transport;
  • Figure 10 is another exploded view showing other prefabricated parts whose assembly by bolting allows the production of a unit similar to that shown in FIG. 2;
  • Figure 11 is an exploded view showing the prefabricated parts (similar to those used to form the unit illustrated in Fig. 8) whose assembly by bolting allows the production of a large unit with a square base;
  • Figure 12 is a detail view, on a larger scale (with cutaway), showing the unit assembly system, at the meeting point of four superimposed units (of the type illustrated in Fig. 8), via spacers, to four other units of the same type;
  • Figure 13 is an exploded view (similar to those of Figures 8 and 10) showing other prefabricated parts whose assembly allows the production of a unit similar to that shown in Figure. 2;
  • Figure 14 shows this unit after assembly of its constituent elements; this unit is shown in perspective perspective seen obliquely from below;
  • Figure 15 shows the five types of structural elements used to make units like the one shown in Fig. 14;
  • FIG. 16 illustrates an advantageous way of stacking the constituent parts of the unit shown in FIG. 1, for their storage and transport;
  • Figure 17 is an exploded view showing the prefabricated parts (similar to those used to form the unit illustrated in Fig. 14) whose assembly by bolting allows the production of a large unit with rectangular base;
  • Figure 18 is a detail view, on a larger scale (with cutaway), showing the unit assembly system, at the meeting point of two units (of the type illustrated in Fig ; 14) superimposed on two other units of the same type.
  • Figure 19 is a perspective view (partially exploded) showing the shell of a building made according to the invention;
  • Figures 20 to 24 are schematic views in perspective (on a smaller scale), illustrating some of the many possibilities of assembling units for the realization of buildings;
  • Figures 25 to 27 are schematic plan views of some types of buildings achievable by means of the units according to the invention.
  • Figures 28 and 29 illustrate, schematically, the air circulation of a thermal conditioning installation according to the invention. Fig. 28 is a section along a vertical plane perpendicular to a facade of the building. Fig. 29 is a section through part of the building along plan XXX-XXX of the Fig. 28.

Sur toutes ces figures, des éléments identiques ou analogues sont désignés par les mêmes chiffres ou lettres de référence.In all of these figures, identical or analogous elements are designated by the same reference numbers or letters.

Les unités montrées aux figures 1 à 6 et 8 à 18 sont faites en métal et de préférence en acier. D'autres métaux pourraient également être utilisés, mais sont en général moins avantageux du point de vue de leur prix ou du point de vue de leur résistance mécanique.The units shown in Figures 1 to 6 and 8 to 18 are made of metal and preferably steel. Other metals could also be used, but are generally less advantageous from the point of view of their price or from the point of view of their mechanical strength.

La Fig. 1 est une vue en éclaté montrant les principales parties constitutives d'une unité à base rectangulaire, conforme à l'invention. Cette unité comporte : un cadre inférieur 1, un cadre supérieur 2 et quatre montants 3.Fig. 1 is an exploded view showing the main constituent parts of a unit with a rectangular base, according to the invention. This unit includes: a lower frame 1, an upper frame 2 and four uprights 3.

Une unité peut comporter, en outre, une paroi horizontale supérieure 4 et/ou une paroi horizontale inférieure 5. Comme il apparaîtra ci-après, la plupart des unités utilisées dans la réalisation des bâtiments comportent tant une paroi horizontale supérieure qu'une paroi horizontale inférieure.A unit may also have an upper horizontal wall 4 and / or a lower horizontal wall 5. As will appear below, most of the units used in the construction of buildings have both an upper horizontal wall and a horizontal wall lower.

Avantageusement, chaque paroi horizontale supérieure comporte une ou plusieurs ouvertures 6 permettant le passage d'un homme et pouvant être obturées par des panneaux rapportés amovibles.Advantageously, each upper horizontal wall has one or more openings 6 allowing the passage of a man and being able to be closed by removable attached panels.

Les diverses parties constitutives d'une unité sont faites en métal et de préférence en acier. D'autres métaux conviennent aussi, mais sont en général moins avantageux du point de vue de leur prix ou de leur résistance mécanique.The various constituent parts of a unit are made of metal and preferably of steel. Other metals are also suitable, but are generally less advantageous from the point of view of their price or their mechanical strength.

La réunion des parties constitutives énumérées ci-dessus forme une unité telle que montrée à la Fig. 2.The union of the constituent parts listed above forms a unit as shown in FIG. 2.

Chaque cadre inférieur 1 ou supérieur 2 peut, par exemple, être réalisé par l'assemblage par soudage de quatre bandes de larges plats. Chaque cadre peut cependant également être réalisé, avec une seule soudure au moyen d'un seul large plat plié de manière appropriée en un cadre rectangulaire.Each lower frame 1 or upper frame 2 can, for example, be produced by the assembly by welding of four strips of wide plates. Each frame can however also be produced, with a single weld by means of a single large plate folded appropriately into a rectangular frame.

Chaque montant 3 a une section en forme de V et peut être réalisé par soudage à angle droit de deux larges plats ou par pliage à angle droit d'un seul large plat de largeur double.Each upright 3 has a V-shaped section and can be produced by right angle welding of two large plates or by right angle folding of a single large plate of double width.

La paroi supérieure 4 consiste en une tôle assemblée, par exemple par soudage, au bord supérieur du cadre supérieur 2.The upper wall 4 consists of a sheet assembled, for example by welding, at the upper edge of the upper frame 2.

La paroi inférieure 5 consiste en une tôle assemblée, par exemple par soudage, au cadre inférieur 1 à proximité du bord supérieur de celui-ci. Toutefois, suivant une forme d'exécution particulière, la paroi inférieure 5 n'est pas disposée au ras du bord supérieur du cadre inférieur 1, mais est décalée légèrement vers le bas, de sorte que la partie supérieure du cadre inférieur forme au-dessus de la paroi inférieure 5 un petit rebord, par exemple d'une hauteur de l'ordre de 10 mm. Les avantages de cette disposition spéciale seront exposés ci-après.The lower wall 5 consists of a sheet assembled, for example by welding, to the lower frame 1 near the upper edge thereof. However, according to a particular embodiment, the lower wall 5 is not disposed flush with the upper edge of the lower frame 1, but is offset slightly downwards, so that the upper part of the lower frame forms above from the bottom wall 5 a small rim, for example with a height of the order of 10 mm. The advantages of this special provision will be explained below.

La Fig. 1 montre encore quelques détails d'exécution (chiffres de référence 10, 11, 15, 16 et 19) qui seront commentés en se référant à la Fig. 2 qui représente une unité réalisée par l'assemblage des parties constitutives (chiffres de référence 1 à 6) énumérées ci-dessus.Fig. 1 still shows some execution details (reference numbers 10, 11, 15, 16 and 19) which will be commented upon with reference to FIG. 2 which represents a unit produced by the assembly of the constituent parts (reference numbers 1 to 6) listed above.

Dans certaines unités suivant l'invention, les ouvertures de deux faces latérales opposées sont obturées au moyen de panneaux de renforcement 7 faits de grosses tôles d'acier munies de raidisseurs 8. La Fig. 1 montre de tels panneaux 7 destinés à obturer les ouvertures des deux grandes faces latérales d'une unité rectangulaire. Ces panneaux 7 sont fixés solidement, par exemple par soudage ou par boulonnage, aux montants 3 et aux cadres inférieur 1 et supérieur 2, sans déborder vers l'extérieur au-delà des faces latérales de l'unité. De tels panneaux 7 sont prévus principalement pour renforcer certaines unités dépourvues de parois horizontales inférieure et supérieure, en donnant ainsi plus de raideur à ces structures.In certain units according to the invention, the openings of two opposite lateral faces are closed by means of reinforcement panels 7 made of large steel sheets provided with stiffeners 8. FIG. 1 shows such panels 7 intended to close the openings of the two large lateral faces of a rectangular unit. These panels 7 are securely fixed, for example by welding or bolting, to the uprights 3 and to the lower 1 and upper 2 frames, without protruding outwards beyond the side faces of the unit. Such panels 7 are mainly provided to reinforce certain units devoid of lower and upper horizontal walls, thereby giving more stiffness to these structures.

Il importe de noter que les panneaux de renforcement envisagés ici, ne doivent pas être confondus avec les cloisons légères dont il sera question plus bas et qui ne renforcent pas de manière substantielle la solidité des unités et des bâtiments construits au moyen de celles-ci.It is important to note that the reinforcement panels envisaged here, should not be confused with the light partitions which will be discussed below and which do not substantially reinforce the solidity of the units and buildings constructed by means of these.

L'unité A montrée à la Fig. 2 affecte la forme d'un parallélépipède rectangle. On retrouve sur cette figure les diverses parties constitutives 1 à 6 montrées à la Fig. 1. Cette figure montre également que le cadre inférieur 1 est pourvu à sa partie inférieure d'un rebord 9, que le cadre supérieur 2 est pourvu à sa partie inférieure d'un rebord 10 et que les bords verticaux des ailes des montants 3 sont pourvus de rebords 11. Tous ces rebords sont des rebords à angle droit dirigés vers l'intérieur de l'unité.Unit A shown in Fig. 2 affects the shape of a rectangular parallelepiped. This figure shows the various constituent parts 1 to 6 shown in FIG. 1. This figure also shows that the lower frame 1 is provided at its lower part with a rim 9, that the upper frame 2 is provided at its lower part with a rim 10 and that the vertical edges of the wings of the uprights 3 are provided with flanges 11. All these flanges are flanges at right angles to the interior of the unit.

Le grand côté de la base dudit parallélépipède a une longueur égale au double de la longueur du petit côté de cette base. Cette forme d'exécution particulière offre de nombreux avantages pour l'assemblage d'unités de construction entre elles, notamment lorsqu'on désire juxtaposer des unités A en fixant deux unités A par une de leurs petites faces latérales contre une des grandes faces latérales d'une troisième unité A.The long side of the base of said parallelepiped has a length equal to twice the length of the short side of this base. This particular embodiment offers numerous advantages for assembling construction units together, in particular when it is desired to juxtapose units A by fixing two units A by one of their small lateral faces against one of the large lateral faces d 'a third unit A.

Les cadres inférieur 1 et supérieur 2, les montants 3 et les parois supérieure 4 et inférieure 5 sont renforcés au moyen de raidisseurs désignés par les chiffres de référence 12 à 16 ; ces raidisseurs peuvent consister en des nervures de métal soudées contre les tôles ou larges plats qu'ils renforcent ; ces raidisseurs peuvent également consister en des profilés métalliques (par exemple en L, en U ou en C) boulonnés contre ces tôles ou larges plats.The lower 1 and upper 2 frames, the uprights 3 and the upper 4 and lower 5 walls are reinforced by means of stiffeners designated by the reference numerals 12 to 16; these stiffeners may consist of metal ribs welded against the sheets or large plates which they reinforce; these stiffeners can also consist of metal profiles (for example L, U or C) bolted against these sheets or large plates.

Dans la paroi supérieure 4, est ménagé un trou d'homme 6 délimité par des raidisseurs 13 et pouvant être obturé par un panneau rapporté amovible. Eventuellement, un deuxième trou d'homme 6 (disposé, par exemple, symétriquement au premier, par rapport au raidisseur 14) peut être ménagé dans la paroi supérieure 4.In the upper wall 4, a manhole 6 is formed, delimited by stiffeners 13 and capable of being closed by a removable attached panel. Optionally, a second manhole 6 (arranged, for example, symmetrically with the first, with respect to the stiffener 14) can be formed in the upper wall 4.

Des trous 17, permettant notamment le passage de canalisations ou de câbles, sont ménagés dans le cadre inférieur 1 sous le niveau de la paroi inférieure 5.Holes 17, allowing in particular the passage of pipes or cables, are provided in the lower frame 1 below the level of the lower wall 5.

Dans l'exemple d'exécution montré à la Fig. 2 chaque petit côté du cadre intérieur 1 est pourvu d'un seul trou 17 disposé à mi-distance entre les arêtes verticales dudit cadre, chaque grand côté du cadre 1 est pourvu de deux trous 17.In the example of execution shown in FIG. 2 each short side of the inner frame 1 is provided with a single hole 17 placed midway between the vertical edges of said frame, each long side of the frame 1 is provided with two holes 17.

Les cadres inférieur 1 et supérieur 2 sont pourvus de trous 18 qui permettent d'assembler entre elles, par boulonnage, des unités juxtaposées. Dans l'exemple de réalisation montré à la Fig. 2, chaque petite face de l'unité A est ainsi pourvue de quatre séries de neuf trous 18, situées à proximité des arêtes verticales de l'unité de construction. Chaque grande face latérale de l'unité A est pourvue de huit séries de neuf trous 18.The lower 1 and upper 2 frames are provided with holes 18 which make it possible to assemble, by bolting, juxtaposed units. In the exemplary embodiment shown in FIG. 2, each small face of the unit A is thus provided with four series of nine holes 18, located near the vertical edges of the construction unit. Each large side face of unit A is provided with eight series of nine holes 18.

On notera que la disposition des trous 17 et 18 est telle que, lorsque deux unités A sont placées, avec une de leurs petites faces latérales contre une grande face latérale d'une troisième unité A (chaque petite face latérale recouvrant la moitié d'une grande face latérale), les trous 17 et 18 des faces en contact coïncident.It will be noted that the arrangement of the holes 17 and 18 is such that, when two units A are placed, with one of their small lateral faces against a large lateral face of a third unit A (each small lateral face covering half of a large lateral face), the holes 17 and 18 of the contacting faces coincide.

Suivant une variante de réalisation (non représentée à la Fig. 2), les ailes des montants 3 sont également pourvues de trous de boulons.According to an alternative embodiment (not shown in Fig. 2), the wings of the uprights 3 are also provided with bolt holes.

Des ouvertures 19 de forme triangulaire sont - ménagées dans les parois supérieure 4 et inférieure 5 près de chacune des quatre arêtes verticales de l'unité A. Le long de chaque arête verticale de l'unité A, peut ainsi être installée une gaine d'encoignure verticale débouchant sur lesdites ouvertures 19 (Voir Fig. 29 et 30).Openings 19 of triangular shape are formed in the upper 4 and lower 5 walls near each of the four vertical edges of the unit A. Along each vertical edge of the unit A, a sheath can thus be installed. vertical corner opening on said openings 19 (See Fig. 29 and 30).

Avantageusement, une telle gaine d'encoignure est formée en montant, parallèlement à une arête verticale de l'unité A, une paroi rectangulaire (non représentée sur les dessins) fixée par ses bords verticaux aux rebords 11 d'un montant 3. Cette paroi rectangulaire, qui occupe toute la hauteur entre le plancher et le plafond, forme ainsi avec le montant 3 et une partie du cadre supérieur 2, une gaine d'encoignure de section triangulaire. Il est généralement avantageux d'installer de telles gaines d'encoignure aux quatre coins de chaque unité A. Toutefois, lorsqu'à certains endroits ces gaines ne sont pas souhai- tèes, les ouvertures 19 sont obturées au moyen de panneaux rapportés amovibles.Advantageously, such a corner sheath is formed by mounting, parallel to a vertical edge of the unit A, a rectangular wall (not shown in the drawings) fixed by its vertical edges to the edges 11 of an upright 3. This wall rectangular, which occupies the entire height between the floor and the ceiling, thus forms with the upright 3 and part of the upper frame 2, a corner sheath of triangular section. It is generally advantageous to install such corner sheaths at the four corners of each unit A. However, when in certain places these sheaths are not desired, the openings 19 are closed by means of removable attached panels.

L'unité C montrée à la Fig. 3 est conçue pour être déposée directement sur une fondation ou semelle de fondation, en béton armé par exemple, à laquelle elle peut être arrimée par des moyens connus en soi. L'unité C est semblable à l'unité A'montrée à la Fig. 2, mais dans la paroi inférieure 5 sont ménagés deux trous d'homme 6 qui donnent accès à l'espace entre la paroi inférieure 5 et les fondations. Ces trous d'homme 6 sont délimités par des raidisseurs 13 et peuvent être obturés par des panneaux rapportés amovibles. En outre, les ouvertures des deux petites faces latérales de l'unité C sont obturées, sur la majeure partie de leur hauteur, par des panneaux 20 faits de grosses tôles renforcées par des raidisseurs 21.Unit C shown in Fig. 3 is designed to be deposited directly on a foundation or foundation footing, in reinforced concrete for example, to which it can be secured by means known per se. Unit C is similar to unit A 'shown in Fig. 2, but in the lower wall 5 are provided two manholes 6 which give access to the space between the lower wall 5 and the foundations. These manholes 6 are delimited by stiffeners 13 and can be closed by removable removable panels. In addition, the openings of the two small side faces of the unit C are closed, over most of their height, by panels 20 made of large sheets reinforced by stiffeners 21.

L'utilisation des unités C et la raison d'être des panneaux 20 seront expliquées plus bas, en se référant aux Fig. 20 et 22.The use of units C and the purpose of the panels 20 will be explained below, with reference to Figs. 20 and 22.

Suivant une variante d'exécution, les deux petites faces latérales de l'unité C sont entièrement obturées par des panneaux. Suivant une autre forme de réalisation, les deux petites faces latérales de l'unité C sont ouvertes et des panneaux obturent les deux grandes faces latérales (entièrement ou jusqu'à une certaine hauteur).According to an alternative embodiment, the two small side faces of the unit C are completely closed by panels. According to another embodiment, the two small side faces of the unit C are open and panels close off the two large side faces (entirely or up to a certain height).

La Fig. 4 montre une unité D qui est conçue pour permettre l'installation d'un escalier à vis pour le passage entre des unités superposées. L'unité D est comparable à une unité A, mais les parois supérieure 4 et inférieure 5 sont chacune pourvues d'une découpure semi-circulaire.Fig. 4 shows a unit D which is designed to allow the installation of a spiral staircase for the passage between superimposed units. Unit D is comparable to unit A, but the upper 4 and lower 5 walls are each provided with a semi-circular cutout.

La découpure semi-circulaire de la paroi inférieure 5 est située du côté d'une des grandes faces latérales et son centre se trouve à mi-distance entre les arêtes verticales de cette grande face. Le cadre inférieur 1 est interrompu à l'endroit de cette ouverture. Un large plat 22 courbé en demi-cercle suit le bord de la paroi 5 à l'endroit de la découpure. Ce large plat 22 est raccordé (par exemple par soudage) au bord de la paroi 5 et également au cadre inférieur 1 aux endroits où celui-ci est interrompu. De part et d'autre de la découpure semi-circulaire, le cadre inférieur 1 est pourvu d'une série de trous de boulons 23. La rigidité de l'unité D est renforcée dans la zone de ladite découpure au moyen d'une grosse tôle de renfort 24 qui comporte elle-même une découpure semi-circulaire. La tôle 24 disposée horizontalement sous la paroi 5 est raccordée (par exemple par soudage) au bord inférieur du cadre inférieur 1 et du large plat 22. La tôle de renfort 24 est également reliée à la paroi inférieure 5 au moyen de pièces en tôle 25 disposées verticalement et fixées par des moyens connus en soi à la paroi 5 et aux bords de la tôle 24 située sous cette paroi 5. Plusieurs de ces pièces en tôle 25 peuvent être fixées en place par soudage, mais au moins une pièce 25 doit être fixée de manière amovible (par exemple par boulonnage) de manière à permettre l'accès aux trous de boulons 23, du côté intérieur du cadre inférieur 1.The semi-circular cutout of the lower wall 5 is located on the side of one of the large lateral faces and its center is located midway between the vertical edges of this large face. The lower frame 1 is interrupted at the location of this opening. A large flat 22 curved in a semicircle follows the edge of the wall 5 at the location of the cut. This wide plate 22 is connected (for example by welding) to the edge of the wall 5 and also to the lower frame 1 at the places where it is interrupted. On either side of the semi-circular cutout, the lower frame 1 is provided with a series of bolt holes 23. The rigidity of the unit D is reinforced in the area of said cutout by means of a large reinforcing sheet 24 which itself has a semi-circular cutout. The sheet 24 disposed horizontally under the wall 5 is connected (for example by welding) to the lower edge of the lower frame 1 and of the wide flat 22. The reinforcing sheet 24 is also connected to the lower wall 5 by means of sheet metal parts 25 arranged vertically and fixed by means known per se to the wall 5 and to the edges of the sheet 24 located under this wall 5. Several of these sheet metal parts 25 can be fixed in place by welding, but at least one part 25 must be detachably fixed (for example by bolting) so as to allow access to the bolt holes 23, on the inside of the lower frame 1.

La découpure semi-circulaire de la paroi supé- . rieure 4 est située à la verticale de celle de la paroi inférieure 5. Autour de cette découpure de la paroi 4, se trouvent les mêmes éléments 22 à 25 disposés et assemblés de manière analogue.The semi-circular cutout of the upper wall. 4 is located vertical to that of the bottom wall 5. Around this cutout of the wall 4, there are the same elements 22 to 25 arranged and assembled in a similar manner.

Lorsque deux unités D sont assemblées côte à côte, de manière appropriée, les découpures semi-circulaires se complètent pour former des ouvertures circulaires permettant l'installation d'un escalier à vis pour le passage entre des unités D superposées.When two D units are assembled side by side, suitably, the semi-circular cutouts complement each other to form circular openings allowing the installation of a spiral staircase for the passage between superimposed D units.

Pour les niveaux inférieur et supérieur d'un escalier à vis, il est prévu des unités comparables à l'unité D, Waiir dont seulement la paroi supérieure ou la paroi inférieure est pourvue d'une découpure semi-circulaire. La partie inférieure ou la partie supérieure de l'unité est alors comme dans une unité A.For the lower and upper levels of a spiral staircase, units comparable to the D, W aiir unit are provided, of which only the upper wall or the lower wall is provided with a semi - circular cutout. The lower or upper part of the unit is then like in unit A.

Tout comme les unités A, les unités C et D peuvent être équipées de gaines d'encoignure.Like units A, units C and D can be fitted with corner ducts.

La Fig. 5 montre une unité B conçue principalement pour recevoir un dispositif destiné à la circulation verticale de personnes ou de choses entre les divers étages d'un bâtiment. Dans l'exemple montré à la Fig. 5. un escalier est installé dans l'unité B. Un empilement d'unités B forme alors une cage d'escalier, mais il doit être entendu qu'un empilement d'unités B peut également être utilisé comme cage d'ascenseur ou de monte-charge.Fig. 5 shows a unit B designed mainly to receive a device intended for the vertical movement of people or things between the various floors of a building. In the example shown in FIG. 5. a staircase is installed in unit B. A stack of units B then forms a stairwell, but it should be understood that a stack of units B can also be used as an elevator shaft or freight elevator.

Tout comme l'unité A, l'unité B comporte un cadre inférieur 1, un cadre supérieur 2 et quatre montants 3, mais elle ne comporte pas de parois inférieure et supérieure.Like unit A, unit B has a lower frame 1, an upper frame 2 and four uprights 3, but it does not have lower and upper walls.

Sur tout son pourtour intérieur, le cadre inférieur 1 est pourvu d'un raidisseur 26 situé près de son bord supérieur. Ce raidisseur 26 est situé au niveau où se trouve la paroi inférieure 5 dans une unité A.Over its entire inner periphery, the lower frame 1 is provided with a stiffener 26 located near its upper edge. This stiffener 26 is located at the level where the bottom wall 5 is located in a unit A.

Le cadre supérieur est pourvu à sa partie supérieure d'un rebord à angle droit 27 dirigé vers l'intérieur du cadre 2.The upper frame is provided at its upper part with a right-angle rim 27 directed towards the inside of the frame 2.

Les deux grandes faces latérales de l'unité B sont obturées au moyen de panneaux de renforcement 7 faits de grosses tôles d'acier munies de raidisseurs 8. Ces panneaux 7 sont fixés solidement, par exemple par soudage ou par boulonnage, aux rebords des montants 3 et des cadres inférieur 1 et supérieur 2 et contribuent ainsi à la rigidité de l'unité B. Sur la Fig. 5, un des deux panneaux 7 est représenté avec arrachement partiel.The two large lateral faces of the unit B are closed by means of reinforcement panels 7 made of large steel sheets provided with stiffeners 8. These panels 7 are fixed securely, for example by welding or by bolting, to the edges of the uprights 3 and lower 1 and upper 2 frames and thus contribute to the rigidity of the unit B. In FIG. 5, one of the two panels 7 is shown with partial cutaway.

Il est également prévu des unités comparables à l'unité B, mais pourvues, soit d'une paroi inférieure (identique à la paroi 5 de l'unité A), soit d'une paroi supérieure (identique à la paroi 4 de l'unité A). De telles unités sont utilisées pour les niveaux inférieur ou supérieur d'une cage d'escalier ou d'une cage d'ascenseur ou de monte-charge.Units comparable to unit B are also provided, but provided either with a lower wall (identical to wall 5 of unit A) or with an upper wall (identical to wall 4 of the unit A). Such units are used for the lower or upper levels of a stairwell or an elevator or hoist shaft.

Lorsqu'un empilement d'unités B est utilisé comme cage d'escalier, des paliers préfabriqués 28 y sont installés, par exemple par boulonnage ou par soudage. Entre les paliers 28 sont fixées des volées d'escalier préfabriquées 29 (deux par étage). La petite face latérale de l'unité B qui est située du côté d'un palier de mi-étage est obturée au moyen d'un panneau rapporté (non représenté).When a stack of units B is used as a staircase, prefabricated bearings 28 are installed there, for example by bolting or welding. Between the landings 28 are fixed prefabricated flights of stairs 29 (two per floor). The small side face of the unit B which is located on the side of a mid-level landing is closed by means of an attached panel (not shown).

L'unité J montrée à la figure 6 affecte la forme d'un prisme droit dont la base est un triangle équilatéral. La structure d'une unité J est analogue à celle d'une unité A.The unit J shown in Figure 6 assumes the shape of a right prism whose base is an equilateral triangle. The structure of a J unit is similar to that of an A unit.

Une unité J comporte un cadre inférieur 30, un cadre supérieur 31, trois montants 32, une paroi supérieure 33 et une paroi inférieure 34 ; les montants 32 ont une section en forme de V dont les ailes forment entre elles un angle de 60°. Le cadre inférieur 30 est pourvu à sa partie inférieure d'un rebord 9, le cadre supérieur 31 est pourvu à sa partie inférieure d'un rebord 10 et les bords verticaux des ailes des montants 32 sont pourvus de rebords 11. Tous ces rebords sont des rebords à angle droit dirigés vers l'intérieur de l'unité J. Les cadres inférieur 30 et supérieur 31, les montants 32 et les parois supérieure 33 et inférieure 34 sont renforcés au moyen de raidisseurs désignés par les chiffres de référence 15, 16, 35, 36 et 37. Dans la paroi supérieure 33 est ménagé un trou d'homme 38 délimité par le raidisseur de forme circulaire 37, chaque face latérale de l'unité J est identique à une grande face latérale d'une unité A et est pourvue de deux trous 17, permettant le passage de canalisations ou de câbles, et de huit séries de trous de boulons 18.A unit J comprises a lower frame 30, an upper frame 31, three uprights 32, an upper wall 33 and a lower wall 34; the uprights 32 have a V-shaped section whose wings form an angle of 60 ° between them. The lower frame 30 is provided at its lower part with a rim 9, the upper frame 31 is provided at its lower part with a rim 10 and the vertical edges of the wings of the uprights 32 are provided with rims 11. All these rims are right-angled ledges directed towards the interior of the unit J. The lower 30 and upper 31 frames, the uprights 32 and the upper 33 and lower 34 walls are reinforced by stiffeners designated by the reference numerals 15, 16 , 35, 36 and 37. In the upper wall 33 is provided a manhole 38 delimited by the circular stiffener 37, each side face of the unit J is identical to a large side face of a unit A and is provided with two holes 17, allowing the passage of pipes or cables, and eight series of bolt holes 18.

Les Fig. 1 à 6 n'illustrent que quelques-unes des unités conformes à l'invention montrées à titre d'exemples non limitatifs.Figs. 1 to 6 illustrate only some of the units according to the invention shown by way of nonlimiting examples.

La Fig. 7 montre schématiquement diverses formes d'unités suivant l'invention, représentées en plan, à petite échelle. La plupart de ces unités représentées à la Fig. 7 ne sont pas représentées ni décrites en détail, mais leur structure est analogue à celle des unités décrites précédemment.Fig. 7 schematically shows various forms of units according to the invention, shown in plan, on a small scale. Most of these units shown in Fig. 7 are not shown or described in detail, but their structure is similar to that of the units described above.

Toutes les unités représentées à la Fig. 7 affectent la forme d'un prisme droit et, conformément à une forme d'exécution avantageuse de l'invention, tous ces prismes ont une hauteur identique ; en outre, au moins deux côtés de la base desdits prismes ont une longueur qui est égale à une longueur de référence commune à toutes les unités, ou à un multiple de cette longueur de référence. La hauteur de chaque prisme est, par exemple, de 3.075 mm et ladite « longueur de référence est de 2.250 mm. Bien entendu, ces dimensions sont données à titre d'exemple.All the units shown in Fig. 7 affect the shape of a straight prism and, in accordance with an advantageous embodiment of the invention, all these prisms have an identical height; in addition, at least two sides of the base of said prisms have a length which is equal to a reference length common to all the units, or to a multiple of this reference length. The height of each prism is, for example, 3.075 mm and said "reference length is 2.250 mm. Of course, these dimensions are given by way of example.

Toutes ces unités comportent un cadre inférieur, un cadre supérieur et des montants raccordant entre eux lesdits cadres inférieur et supérieur. La forme desdits cadres correspond évidemment à la forme de la base du prisme ; les montants ont toujours une section en forme de V ou L et chaque montant est disposé de sorte que son arête forme une arête verticale du prisme et que ses ailes soient orientées suivant les faces latérales du prisme. Certaines unités comportent en outre des parois inférieure et supérieure ; sur la Fig. 7 de telles unités sont représentées hachurées.All these units comprise a lower frame, an upper frame and uprights connecting together said lower and upper frames. The shape of said frames obviously corresponds to the shape of the base of the prism; the uprights always have a V or L-shaped section and each upright is arranged so that its edge forms a vertical edge of the prism and that its wings are oriented along the lateral faces of the prism. Some units also have lower and upper walls; in Fig. 7 such units are shown hatched.

Les unités A, B, C, D, et E ont toutes une base de forme rectangulaire, le petit côté de cette base a une longueur égale à la « longueur de référence », la longueur du grand côté de la base est égale au double de ladite « longueur de référence ". Les unités A, B, C, D ont été décrites plus haut en se référant aux Fig. 1 à 5.Units A, B, C, D, and E all have a rectangular base, the short side of this base has a length equal to the "reference length", the length of the long side of the base is double of said "reference length " . The units A, B, C, D have been described above with reference to Figs. 1 to 5.

L'unité E est semblable à l'unité A, mais elle comporte dans ses parois supérieure et inférieure une ouverture circulaire permettant l'installation d'un escalier à vis pour le passage entre des unités de construction superposées.Unit E is similar to unit A, but it has in its upper and lower walls a circular opening allowing the installation of a spiral staircase for the passage between superimposed construction units.

Les unités F, G et H sont respectivement analogues aux unités A, B et E, mais elles ont une base carrée dont les côtés ont une longueur égale à la « longueur de référence".The units F, G and H are respectively analogous to the units A, B and E, but they have a square base whose sides have a length equal to the "reference length".

Les unités J, K, L et M ont toutes une base en forme de triangle équilatéral dont les côtés ont une longueur égale au double de la « longueur de réféτence •.The units J, K, L and M all have a base in the shape of an equilateral triangle, the sides of which have a length equal to twice the "reference length".

L'unité J a été décrite plus haut en se référant à la Fig. 6.Unit J has been described above with reference to FIG. 6.

L'unité K est assez semblable à l'unité J, mais elle ne comporte ni paroi supérieure ni paroi inférieure. Son cadre inférieur 30 est pourvu, sur tout son pourtour intérieur, d'un raidisseur 26 situé près de son bord supérieur. Son cadre supérieur 31 est pourvu à sa partie supérieure d'un rebord à angle droit 27 dirigé vers l'intérieur du cadre 31.The K unit is quite similar to the J unit, but it has neither an upper wall nor a lower wall. Its lower frame 30 is provided, over its entire inner periphery, with a stiffener 26 located near its upper edge. Its upper frame 31 is provided at its upper part with a right-angle rim 27 directed towards the inside of the frame 31.

L'unité L est conçue pour être déposée directement sur une fondation ou semelle de fondation ; l'unité L est fort semblable à l'unité J, mais dans sa paroi inférieure sont ménagés un ou plusieurs trous d'homme qui donnent accès à l'espace entre la paroi inférieure 5 et les fondations.The L unit is designed to be placed directly on a foundation or foundation sole; unit L is very similar to unit J, but in its lower wall are formed one or more manholes which give access to the space between the lower wall 5 and the foundations.

L'unité M est également semblable à l'unité J, mais dans ses parois supérieure et inférieure sont ménagées des ouvertures circulaires permettant l'installation d'un escalier à vis pour le passage entre des unités de construction superposées.The unit M is also similar to the unit J, but in its upper and lower walls are formed circular openings allowing the installation of a spiral staircase for the passage between superimposed construction units.

Les unités N et P ont également une base en forme de triangle équilatéral ; toutefois, les côtés de cette base ont une longueur égale à la « longueur de référence ». Pour le reste, les unités N et P sont respectivement analogues aux unités J et M.The units N and P also have a base in the shape of an equilateral triangle; however, the sides of this base have a length equal to the "reference length". For the rest, the units N and P are respectively analogous to the units J and M.

Les unités Q et R ont une base en forme de trapèze isocèle dont trois côtés ont une longueur égale à la « longueur de référence et dont le quatrième côté a une longueur égale au double de cette « longueur de référence ». Pour le reste, les unités Q et R sont analogues aux unités J et M, c'est-à-dire que l'unité Q a des parois supérieure et inférieure et l'unité R a des parois supérieure et inférieure dans lesquelles sont ménagées des ouvertures circulaires pour l'installation d'un escalier à vis.The Q and R units have an isosceles trapezoid base, three sides of which have a length equal to the "reference length and the fourth side of which has a length equal to twice this" reference length ". For the rest, the units Q and R are similar to the units J and M, that is to say that the unit Q has upper and lower walls and the unit R has upper and lower walls in which are housed. circular openings for the installation of a spiral staircase.

Les unités S et T ont une base en forme de triangle rectangle dont le plus petit côté a une longueur égale à la « longueur de référence et dont l'hypoténuse a une longueur égale au double de cette « longueur de référence ». Pour le reste les unités S et T sont analogues à l'unité J.The units S and T have a base in the shape of a right triangle whose shortest side has a length equal to the "reference length and whose hypotenuse has a length equal to twice this" reference length ". For the rest, the S and T units are analogous to the J unit.

Des unités U et W sont semblables aux unités S et T, mais leurs parois supérieure et inférieure sont pourvues d'une découpure semi-circulaire. Ces découpures semi-circulaires sont situées du côté de la plus grande des deux faces latérales formant entre elles un angle droit.U and W units are similar to S and T units, but their upper and lower walls have a semi-circular cutout. These semi-circular cutouts are located on the side of the larger of the two side faces forming between them a right angle.

La structure des unités U et W est comparable à celle de l'unité D et peut être aisément comprise en se référant à la Fig. 4. On comprendra que l'assemblage d'une unité U et d'une unité W juxtaposées de manière appropriée forme une structure comparable à une unité M.The structure of units U and W is comparable to that of unit D and can be easily understood by referring to FIG. 4. It will be understood that the assembly of a unit U and a unit W suitably juxtaposed forms a structure comparable to a unit M.

Les unités Y et Z ont une base en forme de triangle isocèle. Pour le reste, ces unités ont une structure analogue à l'unité J. L'unité Y a une base en forme de triangle isocèle dont les deux côtés égaux ont une longueur égale au double de la « longueur de référence ». Le troisième côté du triangle a une longueur qui peut être choisie suivant les nécessités de la construction. Suivant une forme d'exécution particulière, ce troisième côté a une longueur égale à la « longueur de référence ·.The Y and Z units have an isosceles triangle base. For the rest, these units have a structure similar to unit J. Unit Y has a base in the shape of an isosceles triangle, the two equal sides of which have a length equal to twice the "reference length". The third side of the triangle has a length which can be chosen according to the needs of the construction. According to a particular embodiment, this third side has a length equal to the "reference length ·.

L'unité Z a une base en forme de triangle isocèle dont les deux côtés égaux ont une longueur égale à la « longueur de référence ». Le troisième côté peut être choisi suivant les besoins.The unit Z has an isosceles triangle-shaped base, the two equal sides of which have a length equal to the "reference length". The third side can be chosen as required.

La série d'unités représentées à la Fig. 7 n'est pas exhaustive. D'autres formes d'unités peuvent être aisément imaginées. Les unités peuvent être assemblées entre elles suivant de très nombreuses combinaisons, ce qui permet de composer les bâtiments les plus diversifiés.The series of units shown in FIG. 7 is not exhaustive. Other forms of units can be easily imagined. The units can be assembled together in very many combinations, which makes it possible to compose the most diverse buildings.

Il n'est nullement nécessaire de disposer de toutes les unités montrées à la Fig. 7 pour construire un bâtiment. Les seules unités A, B et C suffisent déjà pour réaliser de nombreux types de bâtiments.There is no need to have all the units shown in Fig. 7 to construct a building. The only units A, B and C are already sufficient to realize many types of buildings.

Pour la préfabrication des unités, les mêmes pièces interviennent dans la fabrication de plusieurs unités différentes. C'est ainsi que tous les montants des unités A à H sont identiques. Il en va de même pour toutes les unités J à P.For the prefabrication of the units, the same parts are used in the manufacture of several different units. This is how all the amounts of units A to H are identical. The same is true for all units J to P.

Suivant un mode de réalisation préféré, les unités sont réalisées par l'assemblage, par des moyens connus, d'éléments préfabriqués en usine.According to a preferred embodiment, the units are produced by assembling, by known means, elements prefabricated in the factory.

A titre d'exemple, la Fig. 8 montre les éléments préfabriqués dont l'assemblage par boulonnage permet la réalisation d'une unité A analogue à celle montrée à la Fig. 2.By way of example, FIG. 8 shows the prefabricated elements whose assembly by bolting allows the production of a unit A similar to that shown in FIG. 2.

Lesdits éléments préfabriqués comprennent :

  • - une partie inférieure comprenant un cadre 1 et une paroi 5,
  • - une partie supérieure comprenant un cadre 2 et une paroi 4.
  • - quatre montants 3,
  • - huit cornières 39 permettant d'assembler les montants 3 aux parties inférieure et supérieure : ces cornières 39 se placent du côté intérieur des cadres et des montants.
Said prefabricated elements include:
  • a lower part comprising a frame 1 and a wall 5,
  • - an upper part comprising a frame 2 and a wall 4.
  • - four uprights 3,
  • - Eight angles 39 for assembling the uprights 3 to the lower and upper parts: these angles 39 are placed on the inner side of the frames and uprights.

Pour permettre l'assemblage par boulonnage, les montants 3 sont pourvus à chaque extrémité et sur chaque aile, d'une série de neuf trous de boulons 18 et les cornières 39 sont pourvues de trente-six trous de boulons.To allow assembly by bolting, the uprights 3 are provided at each end and on each wing, with a series of nine bolt holes 18 and the angles 39 are provided with thirty-six bolt holes.

Dans chaque série de neuf trous 18 située près des coins des cadres 1 et 2, et chaque série de neuf trous 18 des montants 3, un seul trou 18 (par exemple le trou central de chaque série) est fraisé du côté extérieur de l'unité A.In each series of nine holes 18 located near the corners of frames 1 and 2, and each series of nine holes 18 of the uprights 3, only one hole 18 (for example the central hole in each series) is countersunk on the outside of the unit A.

Lors de l'assemblage sur chantier, les éléments de l'unité A sont d'abord réunis en utilisant un boulon à tête fraisée pour chaque trou fraisé. De cette manière, aucune tête de boulon ne déborde au-delà des faces latérales de l'unité A. L'assemblage ainsi réalisé est suffisamment solide pour que l'unité puisse être soulevée par une grue et mise à la place qu'elle doit occuper dans un bâtiment en construction.During assembly on site, the elements of unit A are first assembled using a countersunk bolt for each countersunk hole. In this way, no bolt head projects beyond the lateral faces of the unit A. The assembly thus produced is strong enough for the unit to be lifted by a crane and put in the place it should. occupy in a building under construction.

Lorsque plusieurs unités sont juxtaposées à un même étage du bâtiment, les trous de boulons 18 restés libres sont alors utilisés pour boulonner ensemble les unités juxtaposées (voir Fig. 12).When several units are juxtaposed on the same floor of the building, the bolt holes 18 remaining free are then used to bolt the juxtaposed units together (see Fig. 12).

La Fig. 9 illustre une manière très avantageuse d'empiler les pièces constitutives d'une unité A telle que montrée à la Fig. 8, en vue de leur stockage et de leur transport. La partie inférieure de l'unité A est renversée de manière à former un bac métallique plat dans lequel sont placés les quatre montants 3 et les huit cornières 39 ; on peut également mettre dans ledit bac une boîte de boulons et écrous et d'autres accessoires nécessaires pour la construction du bâtiment ; la partie supérieure de l'unité A est déposée sur la partie inférieure, à la manière d'un couvercle, en formant ainsi un container qui peut être aisément stocké ou transporté. Pour le transport par route, trois ou quatre de ces containers peuvent être empilés sur un camion.Fig. 9 illustrates a very advantageous way of stacking the constituent parts of a unit A as shown in FIG. 8, with a view to their storage and transportation. The lower part of the unit A is inverted so as to form a flat metal container in which the four uprights 3 and the eight angles 39 are placed; one can also put in said tank a box of bolts and nuts and other accessories necessary for the construction of the building; the upper part of the unit A is deposited on the lower part, in the manner of a cover, thus forming a container which can be easily stored or transported. For road transport, three or four of these containers can be stacked on a truck.

Toutes les unités de construction suivant l'invention peuvent être réalisées par l'assemblage d'éléments préfabriqués en usine, de manière analogue à ce qui est montré à la Fig. 8, et pour la plupart de ces unités, les pièces constitutives peuvent être empilées de manière analogue à ce qui est montré à la Fig. 9.All the construction units according to the invention can be produced by assembling prefabricated elements in the factory, in a manner similar to that shown in FIG. 8, and for most of these units, the component parts can be stacked in a similar manner to that shown in FIG. 9.

La Fig. 10 illustre un autre exemple de réalisation d'une unité A par assemblage d'éléments préfabriqués en usine.Fig. 10 illustrates another exemplary embodiment of a unit A by assembling prefabricated elements in the factory.

Dans ce cas, lesdits éléments préfabriqués figurant le prisme comprennent :

  • - deux grands cadres verticaux 40 formant les grandes faces latérales de l'unité,
  • - deux petits cadres verticaux 41 formant les petites faces latérales de l'unité,
  • - quatre cornières 42,
  • - une paroi supérieure 4 et une paroi inférieure 5.
In this case, said prefabricated elements comprising the prism include:
  • two large vertical frames 40 forming the large lateral faces of the unit,
  • two small vertical frames 41 forming the small side faces of the unit,
  • - four angles 42,
  • - an upper wall 4 and a lower wall 5.

Pour permettre leur assemblage par boulonnage, les cadres verticaux 40 et 41 et les cornières 42 sont pourvus de trous de boulons 18 et munis à leur partie supérieure d'un rebord 27 qui permet la fixation par boulonnage de la paroi supérieure 4. La paroi inférieure 5 est boulonnée sur des raidisseurs horizontaux 43 portés par la partie inférieure des cadres verticaux 40 et 41. Ces raidisseurs 43 se trouvent légèrement décalés vers le bas par rapport au bord supérieur de la partie inférieure des cadres 40 et 41.To allow their assembly by bolting, the vertical frames 40 and 41 and the angles 42 are provided with bolt holes 18 and provided at their upper part with a flange 27 which allows the fixing by bolting of the upper wall 4. The lower wall 5 is bolted to horizontal stiffeners 43 carried by the lower part of the vertical frames 40 and 41. These stiffeners 43 are slightly offset downward relative to the upper edge of the lower part of the frames 40 and 41.

Suivant une variante de réalisation, les raidisseurs 43 sont situés au ras du bord supérieur de la partie inférieure des cadres 40 et 41 (formant donc des rebords à angle droit). Dans ce cas, la paroi 5 est pourvue de petits rebords à angle droit dirigés vers le haut. Ces petits rebords consistent, par exemple, en de petites nervures métalliques soudées ou vissées le long des bords de la paroi 5. Lorsque l'unité est assemblée et que la paroi 5 est boulonnée sur de tels raidisseurs 43, ces petits rebords se trouvent dans le prolongement des tôles qui forment les cadres verticaux 40 et 41.According to an alternative embodiment, the stiffeners 43 are located flush with the upper edge of the lower part of the frames 40 and 41 (therefore forming ledges at right angles). In this case, the wall 5 is provided with small right-angled edges directed upwards. These small flanges consist, for example, of small metal ribs welded or screwed along the edges of the wall 5. When the unit is assembled and the wall 5 is bolted to such stiffeners 43, these small flanges are found in the extension of the sheets which form the vertical frames 40 and 41.

On comprendra que tous les éléments préfabriqués montrés à la Fig. 10 peuvent être aisément empilés pour le stockage ou le transport.It will be understood that all the prefabricated elements shown in FIG. 10 can be easily stacked for storage or transport.

Toutes les unités de construction suivant l'invention peuvent être réalisées par l'assemblage d'éléments préfabriqués, de manière analogue à ce qui est montré à la Fig. 10.All the construction units according to the invention can be produced by assembling prefabricated elements, in a manner analogous to that shown in FIG. 10.

La Fig. 11 montre les pièces préfabriquées dont l'assemblage par boulonnage permet de former une grande unité à base carrée A bis ; la partie inférieure de cette unité A bis est formée de deux parties correspondant chacune à une partie inférieure d'une unité A (du type montré à la Fig. 8). Ces deux parties sont assemblées côte à côte au moyen de trente-six boulons. La partie supérieure de l'unité A bis est formée de la même façon par l'assemblage de deux parties correspondant chacune à une partie supérieure d'une unité A (du type montré à la Fig. 8).Fig. 11 shows the prefabricated parts whose assembly by bolting makes it possible to form a large unit with a square base A bis; the lower part of this unit A bis is formed of two parts each corresponding to a lower part of a unit A (of the type shown in Fig. 8). These two parts are assembled side by side using thirty-six bolts. The upper part of the unit A bis is formed in the same way by the assembly of two parts each corresponding to an upper part of a unit A (of the type shown in Fig. 8).

Tout comme pour une unité A, l'assemblage entre les montants 3 et les parties inférieure et supérieure se fait par boulonnage, en utilisant des cornières 39. La rigidité de l'unité A bis est augmentée au moyen de quatre larges plats 44 pourvus de trous de boulons 18. Chaque large plat est boulonné contre la face extérieure de deux petits côtés de cadre 1 (ou de cadre 2) qu'il relie ainsi entre eux.As for a unit A, the assembly between the uprights 3 and the lower and upper parts is done by bolting, using angles 39. The rigidity of the unit A bis is increased by means of four large plates 44 provided with bolt holes 18. Each wide plate is bolted against the outer face of two short sides of frame 1 (or frame 2) which it thus links together.

Pour la construction d'un bâtiment à plusieurs étages, plusieurs unités de construction suivant l'invention peuvent éventuellement être empilées directement les unes sur les autres. Dans ce cas, deux unités superposées sont arrimées entre elles au moyen de boulons qui traversent des trous de boulons 18 prévus à cet effet dans le rebord 9 du cadre inférieur et dans le rebord 27 du cadre supérieur (ou dans la paroi supérieure 4). Cette manière de procéder est cependant exceptionnelle car, comme il ressortira de la suite de la présente description, il est généralement avantageux que les unités superposées reposent les unes sur les autres par l'intermédiaire de pièces d'espacement. Un tel assemblage est illustré à la Fig. 12 qui est une vue de détail, à grande échelle, (avec arrachements), montrant le système d'assemblage des unités au point de rencontre de huit unités A (du type montré à la Fig. 8), quatre unités A (Aa, Ab, Ac et Ad) étant superposées, par l'intermédiaire de pièces d'espacement, à quatre autres unités A (Ae, Af, Ag et Ah). L'unité Aa se trouve au-dessus d'une unité Ae, l'unité Ab se trouve au-dessus de l'unité Af, l'unité Ac se trouve au-dessus de l'unité Ag et l'unité Ad se trouve au-dessus de l'unité Ah. Pour la bonne compréhension du dessin, chaque élément montré est désigné par son chiffre de référence suivi par la lettre de référence correspondant à l'unité à laquelle il appartient. Ainsi par exemple, la paroi inférieure de l'unité Ab sera appelée 5b et la paroi supérieure de l'unité Af sera appelée 4f. Il est à noter qu'aucun élément de l'unité Ah n'est visible sur la Fig. 12.For the construction of a multi-storey building, several construction units according to the invention can optionally be stacked directly on top of each other. In this case, two superimposed units are secured to each other by means of bolts which pass through bolt holes 18 provided for this purpose in the rim 9 of the lower frame and in the rim 27 of the upper frame (or in the upper wall 4). This way of proceeding is however exceptional because, as will emerge from the remainder of the present description, it is generally advantageous for the superimposed units to rest on each other by means of spacers. Such an assembly is illustrated in FIG. 12 which is a detailed view, on a large scale, (with cutaway), showing the system for assembling the units at the meeting point of eight units A (of the type shown in FIG. 8), four units A (Aa, Ab, Ac and Ad) being superimposed, via spacers, on four other units A (Ae, Af, Ag and Ah). Unit Aa is above unit Ae, unit Ab is above unit Af, unit Ac is above unit Ag and unit Ad is located above the Ah unit. For the correct understanding of the drawing, each element shown is designated by its reference number followed by the reference letter corresponding to the unit to which it belongs. For example, the bottom wall of the unit Ab will be called 5b and the top wall of the unit Af will be called 4f. It should be noted that no element of the Ah unit is visible in FIG. 12.

On peut remarquer que les montants 3 de quatre unités A juxtaposées forment ensemble un pilier unique qui a une section en forme de croix potencée.It can be noted that the uprights 3 of four juxtaposed units A together form a single pillar which has a cross-section in the form of a potent cross.

Près de l'ouverture 19b, une nervure 45b est soudée contre la surface supérieure de la paroi 5b. Les parois inférieures 5 de toutes les unités sont pourvues de telles nervures 45 à proximité de chaque ouverture 19. Les nervures 45 et les rebords formés par les cadres 1 au-dessus des parois 5 offrent de nombreux avantages. Ils empêchent notamment que les liquides répandus sur la surface supérieure d'une paroi 5 ne puissent pénétrer dans les gaines d'encoignure ou entre les cadres 1 juxtaposés. Les nervures 45 forment des points d'appui pour la fixation des panneaux constituant les gaines d'encoignure. Les rebords que forment les cadres 1 au-dessus des parois 5 forment des supports convenant particulièrement bien pour l'installation de panneaux de tout type (généralement des cloisons légères) qui ferment les ouvertures entre des unités juxtaposées.Near the opening 19b, a rib 45b is welded against the upper surface of the wall 5b. The lower walls 5 of all the units are provided with such ribs 45 near each opening 19. The ribs 45 and the flanges formed by the frames 1 above the walls 5 offer numerous advantages. In particular, they prevent spilled liquids on the upper surface of a wall 5 cannot penetrate into the corner sheaths or between the juxtaposed frames 1. The ribs 45 form support points for fixing the panels constituting the corner sheaths. The edges formed by the frames 1 above the walls 5 form supports which are particularly suitable for the installation of panels of all types (generally light partitions) which close the openings between juxtaposed units.

Des pièces d'espacement 46 sont interposées entre les unités A superposées. Ces pièces d'espacement 46 consistent en des profilés creux (en métal) de section rectangulaire et ils se placent entre le rebord 9 d'une unité A et le bord extérieur de la paroi 4 de l'unité A située en dessous. Des pièces d'espacement 46 peuvent ainsi être disposées sur tout le pourtour des unités A. Suivant une autre forme d'exécution, des pièces d'espacement 46 ne sont cependant intercalées entre des unités superposées qu'à proximité des quatre coins de ces unités. Les faces inférieure et supérieure des pièces d'espacement 46 sont pourvues de trous de boulons qui correspondent aux trous de boulons 18 ménagés dans les rebords 9 et les parois 4 des unités A. Les unités A superposées peuvent ainsi être arrimées les unes aux autres au moyen de tiges filetées 47 et d'écrous 48.Spacer pieces 46 are interposed between the superimposed units A. These spacers 46 consist of hollow sections (of metal) of rectangular section and they are placed between the rim 9 of a unit A and the outer edge of the wall 4 of the unit A located below. Spacers 46 can thus be arranged around the entire periphery of the units A. According to another embodiment, spacers 46 are however inserted between superimposed units only near the four corners of these units. . The lower and upper faces of the spacers 46 are provided with bolt holes which correspond to the bolt holes 18 formed in the flanges 9 and the walls 4 of the units A. The superimposed units A can thus be secured to each other at by means of threaded rods 47 and nuts 48.

Suivant une forme d'exécution avantageuse, des joints insonorisants, assurant en même temps la répartition des charges, sont interposés entre les surfaces de contact des unités assemblées les unes aux autres. De tels joints peuvent notamment être interposés au-dessous et/ou au-dessus des pièces d'espacement 46.According to an advantageous embodiment, soundproofing joints, ensuring at the same time the distribution of the loads, are interposed between the contact surfaces of the units assembled together. Such seals can in particular be interposed below and / or above the spacers 46.

La Fig. 13 illustre un autre exemple de réalisation d'une unité A (légèrement différente de celles montrées aux Fig. 2, 8 et 10) par assemblage d'éléments préfabriqués en usine. Dans ce cas, les éléments préfabriqués comprennent :

  • - deux éléments 49 et deux éléments 50, formant ensemble le «cadre inférieur de l'unité ;
  • - deux éléments 51 et deux éléments 52, formant ensemble le «cadre supérieur de l'unité ;
  • - quatre montants 53 ;
  • - une paroi horizontale inférieure 54 ;
  • - une paroi horizontale supérieure 55.
Fig. 13 illustrates another embodiment of a unit A (slightly different from those shown in FIGS. 2, 8 and 10) by assembling prefabricated elements in the factory. In this case, the prefabricated elements include:
  • - Two elements 49 and two elements 50, together forming the "lower frame of the unit;
  • - Two elements 51 and two elements 52, together forming the "upper frame of the unit;
  • - four uprights 53;
  • - a lower horizontal wall 54;
  • - an upper horizontal wall 55.

Les éléments 49, 50, 51 et 52 sont des profilés en U dont les deux courtes branches parallèles constituent respectivement des rebords 9 et 26 (pour les éléments 49 et 50) ou des rebords 10 et 27 (pour les éléments 51 et 52). Dans les éléments 49 et 50 sont ménagés des trous 17 qui permettent notamment le passage de canalisations ou de câbles.The elements 49, 50, 51 and 52 are U-shaped profiles, the two short parallel branches of which constitute edges 9 and 26 respectively (for elements 49 and 50) or edges 10 and 27 (for elements 51 and 52). In the elements 49 and 50 are provided holes 17 which allow in particular the passage of pipes or cables.

Les montants 53 consistent en des cornières d'acier. Les bords verticaux des ailes des montants 53 sont pourvus de rebords à angle droit 11 dirigés vers l'intérieur de l'unité A. Ces rebords 11 peuvent être formés par pliage des bords verticaux des ailes des montants 53, mais ils peuvent également être formés en soudant une petite cornière le long de chaque bord vertical des montants 53 (contre la face de ces ailes qui forme l'angle intérieur de la cornière).The uprights 53 consist of steel angles. The vertical edges of the wings of the uprights 53 are provided with right-angled flanges 11 directed towards the inside of the unit A. These flanges 11 can be formed by folding the vertical edges of the wings of the uprights 53, but they can also be formed by welding a small angle along each vertical edge of the uprights 53 (against the face of these wings which forms the interior angle of the angle).

Les parois horizontales inférieure 54 et supérieure 55 sont des tôles d'acier faites en coupant les quatres coins de tôles d'acier rectangulaires, de manière à ménager des ouvertures 19 près de chacune des quatre arêtes verticales de l'unité A, lorsque les divers éléments sont assemblés pour former cette unité (Voir Fig. 14).The lower 54 and upper 55 horizontal walls are steel sheets made by cutting the four corners of rectangular steel sheets, so as to provide openings 19 near each of the four vertical edges of the unit A, when the various elements are assembled to form this unit (See Fig. 14).

La paroi inférieure 54 est soudée sur les rebords 26 du « cadre inférieur formé par les éléments 49 et 50 mais elle déborde au-delà des faces latérales extérieures de ce cadre, en formant (par rapport à ces faces latérales) de petits rebords dont la largeur est égale à l'épaisseur des ailes des montants 53.The lower wall 54 is welded to the edges 26 of the "lower frame formed by the elements 49 and 50 but it projects beyond the outer lateral faces of this frame, forming (with respect to these lateral faces) small edges whose width is equal to the thickness of the wings of the uprights 53.

La paroi supérieure 55 est soudée de manière analogue sur les rebords 27 du « cadre supérieur ».The upper wall 55 is similarly welded to the edges 27 of the "upper frame".

Les éléments 49, 50, 51 et 52 et les montants 53 sont pourvus, près de leurs extrémités, d'une série de trous de boulons 18 qui permettent d'assembler entre eux (par boulonnage) les divers éléments constitutifs, pour former l'unité A telle que représentée à la Fig. 14 et qui permettent également de boulonner ensemble des unités A juxtaposées côte-à-côte.The elements 49, 50, 51 and 52 and the uprights 53 are provided, near their ends, with a series of bolt holes 18 which make it possible to assemble together (by bolting) the various constituent elements, to form the unit A as shown in FIG. 14 and which also make it possible to bolt together juxtaposed units A side by side.

Il est à noter que les ailes des montants 53 viennent s'appliquer contre la face extérieure des « cadres inférieur et supérieur ».It should be noted that the wings of the uprights 53 are applied against the outer face of the "lower and upper frames".

Lorsque l'unité A est construite, comme montré à la Fig. 14, les extrémités des montants 53 débordent au-delà du bord inférieur du « cadre inférieur (éléments 49-et 50) et du bord supérieur du « cadre supérieur » (éléments 51 et 52). La partie débordante de ces montants 53 comporte au moins une rangée de trous 18. Les bords des parois inférieure 54 et supérieure 55 se trouvent dans le prolongement des faces extérieures des montants 53. Il est à noter que les extrémités des éléments constitutifs du « cadre inférieur » (éléments 49 et 50) ne se touchent pas. Ce « cadre inférieur est donc interrompu à chacun de ses coins. Il en va de même pour le « cadre supérieur ».When unit A is constructed, as shown in Fig. 14, the ends of the uprights 53 project beyond the lower edge of the "lower frame (elements 49 and 50) and the upper edge of the" upper frame "(elements 51 and 52). The projecting part of these uprights 53 comprises at least one row of holes 18. The edges of the lower 54 and upper 55 walls are in line with the external faces of the uprights 53. It should be noted that the ends of the constituent elements of the "frame lower ”(elements 49 and 50) do not touch. This "lower frame is therefore interrupted at each of its corners. The same goes for the "senior manager".

Des raidisseurs 56 sont soudés contre la face inférieure des parois inférieure 54 et supérieure 55. Ces raidisseurs 56 consistent de préférence en des profilés en U (ou en des profilés en C) dont le côté ouvert est disposé vers le bas.Stiffeners 56 are welded against the underside of the lower 54 and upper 55 walls. These stiffeners 56 preferably consist of U-shaped profiles (or C-shaped profiles), the open side of which is arranged downwards.

L'unité A montrée à la Fig. 14 est donc réalisée avec des éléments métalliques très simples et peu coûteux. De plus, il n'est utilisé qu'un très petit nombre d'éléments différents. Ces éléments, montrés à la Fig. 15, comprennent en effet :

  • 1. Les éléments 49, 50, 51 et 52 qui sont tous obtenus au départ d'un même type de profilé métallique en U. Pour former les grands et petits côtés des « cadres inférieur et supérieur ce profilé en U est simplement coupé à longueur et percé de trous de boulons 18. De plus, les éléments 49 et 50 sont percés de trous 17.
  • 2. Les montants 53 qui sont tous identiques et qui sont obtenus par découpe d'un même type de profilé. Les montants 53 sont percés de trous 18. En fait, deux modes de fabrication peuvent être utilisés, puisqu'on peut partir soit d'un profilé métallique qui est une large cornière pourvue de rebords 11, soit d'une large cornière simple (sans rebords) et de deux petites cornières identiques qui sont soudées le long des bords des ailes de la large cornière de manière à former les rebords 11.
  • 3. Les parois inférieure 54 et supérieure 55 qui sont obtenues par découpe de tôles. On part de tôles rectangulaires dont on coupe les quatre coins. Pour la paroi supérieure 55 on découpe en outre des ouvertures 6.
  • 4. Les raidisseurs 56 qui sont tous obtenus par découpe d'un même profilé en U (ou éventuellement d'un profilé en C).
Unit A shown in Fig. 14 is therefore produced with very simple and inexpensive metal elements. In addition, only a very small number of different elements are used. These elements, shown in FIG. 15, indeed include:
  • 1. Elements 49, 50, 51 and 52 which are all obtained from the same type of metal U-shaped profile. To form the large and small sides of the "lower and upper frames, this U-shaped profile is simply cut to length. and pierced with bolt holes 18. In addition, the elements 49 and 50 are pierced with holes 17.
  • 2. The amounts 53 which are all identical and which are obtained by cutting the same type of profile. The uprights 53 are drilled with holes 18. In fact, two manufacturing methods can be used, since one can either start from a metal profile which is a wide angle iron provided with flanges 11, or from a simple wide angle iron (without edges) and two small identical angles which are welded along the edges of the wings of the large angle so as to form the edges 11.
  • 3. The lower 54 and upper 55 walls which are obtained by cutting sheets. We start with rectangular sheets whose four corners are cut. For the upper wall 55, there are also cut openings 6.
  • 4. The stiffeners 56 which are all obtained by cutting from the same U-shaped section (or possibly from a C-shaped section).

Les profilés qui forment les « cadres supérieur et inférieur », les montants 53 et les raidisseurs 56 peuvent tous être fabriqués par profilage à froid de plats ou de larges plats.The sections which form the "upper and lower frames", the uprights 53 and the stiffeners 56 can all be produced by cold profiling of dishes or large dishes.

La partie inférieure de l'unité A est formée en assemblant par soudage des éléments 49, 50, 54 et 56. La partie supérieure de l'unité A est formée de manière analogue avec des éléments 51, 52, 55 et 56.The lower part of unit A is formed by assembling elements 49, 50, 54 and 56 by welding. The upper part of unit A is formed in an analogous manner with elements 51, 52, 55 and 56.

L'unité A est alors formée en assemblant par boulonnage la partie inférieure, la partie supérieure et les quatre montants 53. Il est généralement avantageux que cet assemblage par boulonnage ne soit-pas faft dans 1 usine qui fabrique les éléments préfabriqués, mais bien sur le chantier de construction (du bâtiment) ou à proximité de celui-ci. Les parties inférieure et supérieure et les montants 53 peuvent en effet être très facilement empilés de sorte que l'ensemble des éléments constitutifs de l'unité A occupe alors un faible volume.Unit A is then formed by bolting the lower part, the upper part and the four uprights 53. It is generally advantageous that this bolting assembly is not faft in 1 factory which manufactures the prefabricated elements, but of course the construction site (of the building) or near it. The lower and upper parts and the uprights 53 can indeed be very easily stacked so that all of the constituent elements of the unit A then occupies a small volume.

La Fig. 16 illustre une manière très avantageuse d'empiler les pièces constitutives d'une unité A telle que montrée à la Fig. 14, en vue de leur stockage et de leur transport. La partie inférieure de l'unité A est renversée de manière à former un bac métallique plat dans lequel sont placés les quatre montants 53 ; on peut également mettre dans ledit bac une boîte de boulons et écrous et d'autres accessoires nécessaires pour la construction du bâtiment ; ce bac est alors fermé par la partie supérieure qui fait en quelque sorte office de couvercle. Du fait que les « cadres inférieur et supérieur » sont interrompus à leurs coins, les parties inférieure et supérieure peuvent être emboîtées l'une dans l'autre. Les éléments constitutifs de l'unité A ainsi empilés forment une sorte de container qui peut être aisément stocké ou transporté. La hauteur de ce container n'est que légèrement supérieure à la hauteur d'un « cadre » de sorte que, pour le transport par route, cinq ou six de ces containers peuvent être empilés sur un camion.Fig. 16 illustrates a very advantageous way of stacking the constituent parts of a unit A as shown in FIG. 14, for storage and transportation. The lower part of the unit A is inverted so as to form a flat metal container in which the four uprights 53 are placed; one can also put in said tank a box of bolts and nuts and other accessories necessary for the construction of the building; this tray is then closed by the upper part which acts as a sort of cover. Because the "lower and upper frames" are interrupted at their corners, the lower and upper parts can be nested one inside the other. The constituent elements of the unit A thus stacked form a kind of container which can be easily stored or transported. The height of this container is only slightly greater than the height of a "frame" so that, for road transport, five or six of these containers can be stacked on a truck.

Pour que les parties inférieure et supérieure des unités A puissent s'emboîter, il n'est pas nécessaire que les « cadres supérieur et inférieur » soient interrompus aux quatre coins. Suivant une variante de réalisation, les « cadres supérieur et inférieur sont chacun interrompus à un seul de leurs coins. Suivant une autre variante de réalisation, le « cadre inférieur est complet, c'est-à-dire qu'il n'est interrompu à aucun de ses coins, tandis que le « cadre supérieur est interrompu à deux coins opposés.In order for the lower and upper parts of the A units to fit together, the "upper and lower frames" need not be interrupted at all four corners. According to an alternative embodiment, the “upper and lower frames are each interrupted at only one of their corners. According to another alternative embodiment, the "lower frame is complete, that is to say it is not interrupted at any of its corners, while the" upper frame is interrupted at two opposite corners.

Toutes les unités de construction suivant l'invention peuvent être réalisées de manière analogue à ce qui est montré aux Fig. 13 et 14 et pour la plupart de ces unités, les pièces constitutives peuvent être empilées de manière analogue à ce qui est montré à la Fig. 16.All the construction units according to the invention can be produced in a similar manner to that shown in FIGS. 13 and 14 and for most of these units, the component parts can be stacked in a similar manner to that shown in FIG. 16.

La Fig. 17 montre les pièces préfabriquées dont l'assemblage par boulonnage permet de former une grande unité à base rectangulaire A duo ; la partie inférieure de cette unité A duo est formée de deux parties correspondant chacune à une partie inférieure d'une unité A (du type montré à la Fig. 14). Ces deux parties sont assemblées côte à côte par boulonnage. Cet assemblage par boulonnage fait intervenir deux éléments 57 qui présentent un profil en T. Chaque élément 57 est composé d'un plat d'acier rectangulaire 58 et d'un plat d'acier rectangulaire plus petit 59 soudé perpendiculairement au milieu du plat rectangulaire 58. Le plat rectangulaire 58 a une épaisseur qui est égale à l'épaisseur des ailes des montants 53 ; le plat rectangulaire 59 a une épaisseur qui est égale au double de l'épaisseur des ailes des montants 53.Fig. 17 shows the prefabricated parts whose bolting assembly makes it possible to form a large unit with a rectangular base A duo; the lower part of this unit A duo is formed of two parts each corresponding to a lower part of a unit A (of the type shown in Fig. 14). These two parts are assembled side by side by bolting. This bolting assembly involves two elements 57 which have a T profile. Each element 57 is composed of a rectangular steel plate 58 and a smaller rectangular steel plate 59 welded perpendicularly to the middle of the rectangular plate 58 The rectangular dish 58 has a thickness which is equal to the thickness of the wings of the uprights 53; the rectangular dish 59 has a thickness which is equal to twice the thickness of the wings of the uprights 53.

Les plats 58 et 59 sont munis de trous de boulons 18 qui sont disposés de manière à correspondre avec les trous de boulons 18 des éléments 49 et 50. Lors de l'assemblage des divers éléments, le plat d'acier 59 (de l'élément 57) est interposé entre les éléments 50, tandis que le plat d'acier 58 vient s'appliquer contre la face extérieure des éléments 49. L'assemblage se fait au moyen d'une série de boulons et écrous.The plates 58 and 59 are provided with bolt holes 18 which are arranged so as to correspond with the bolt holes 18 of the elements 49 and 50. When the various elements are assembled, the steel plate 59 (of the element 57) is interposed between the elements 50, while the steel plate 58 is applied against the outer face of the elements 49. The assembly is done by means of a series of bolts and nuts.

La partie supérieure de l'unité A duo est formée de la même façon par l'assemblage par boulonnage de deux parties correspondant chacune à une partie supérieure d'une unité A (du type montré à la Fig. 14). Cet assemblage par boulonnage fait également intervenir deux éléments 57.The upper part of unit A duo is formed in the same way by the assembly by bolting of two parts each corresponding to an upper part of unit A (of the type shown in Fig. 14). This bolting assembly also involves two elements 57.

Les parties inférieure et supérieure de l'unité A duo sont réunies entre elles par quatre montants 53 d'une manière identique à ce qui se fait pour les unités A (du type montré à la Fig. 14).The lower and upper parts of the A duo unit are joined together by four uprights 53 in a manner identical to that which is done for the A units (of the type shown in FIG. 14).

La figure 18 est une vue de détail, à grande échelle, (avec arrachements), montrant le système d'assemblage des unités au point de rencontre de quatre unités A (du type montré à la Fig. 14), deux unités (Ar et As) étant superposées à deux autres unités (At et Au). Pour la bonne compréhension du dessin, chaque élément montré est désigné par son chiffre de référence (comme à la Fig. 14) suivi par la lettre de référence correspondant à l'unité à laquelle il appartient. Ainsi par exemple, la paroi inférieure de l'unité As sera appelée 54s et la paroi supérieure de l'unité Au sera appelée 55u.FIG. 18 is a detailed view, on a large scale, (with cutaway), showing the system for assembling the units at the meeting point of four units A (of the type shown in FIG. 14), two units (Ar and As) being superimposed on two other units (At and Au). For the correct understanding of the drawing, each element shown is designated by its reference number (as in Fig. 14) followed by the reference letter corresponding to the unit to which it belongs. For example, the bottom wall of the unit As will be called 54s and the top wall of the unit Au will be called 55u.

Le montant 53s déborde au-dessous du bord inférieur des éléments 49s et 50s. Le montant 53u déborde au-dessus du bord supérieur des éléments 51 u et 52u. Les montants 53s et 53u sont assemblés entre eux par boulonnage, au moyen de couvre-joints 60. Les montants 53r et 53t sont assemblés entre eux de la même manière (ceci n'est pas visible sur la Fig. 18). Les montants 53r et 53s sont assemblés entre eux au moyen d'une série de boulons qui traversent les trous 18. Les montants 53t et 53u sont assemblés entre eux de la même manière.The amount 53s extends beyond the lower edge of the elements 49s and 50s. The amount 53u overflows above the upper edge of the elements 51 u and 52 u. The uprights 53s and 53u are assembled together by bolting, by means of joint covers 60. The uprights 53r and 53t are assembled together in the same way (this is not visible in Fig. 18). The uprights 53r and 53s are assembled together by means of a series of bolts which pass through the holes 18. The uprights 53t and 53u are assembled together in the same way.

Près de l'ouverture 19s, une nervure 61s est soudée ou vissée contre la surface supérieure de la paroi inférieure 54s. Les parois inférieures 54 de toutes les unités sont pourvues de telles nervures 61 à proximité de chaque ouverture 19.Near the opening 19s, a rib 61s is welded or screwed against the upper surface of the lower wall 54s. The lower walls 54 of all the units are provided with such ribs 61 near each opening 19.

On peut voir que les éléments 50r et 50s ne sont pas jointifs. En fait ils sont séparés d'une distance qui est égale au double de l'épaisseur des ailes des montants 53. La même chose est vraie pour les éléments 52t et 52u.We can see that the elements 50r and 50s are not contiguous. In fact they are separated by a distance which is equal to twice the thickness of the wings of the uprights 53. The same is true for the elements 52t and 52u.

Par contre, les parois inférieures 54r et 54s sont jointives. Il en va de même pour les parois supérieures 55t et 55u.On the other hand, the lower walls 54r and 54s are contiguous. The same goes for the upper walls 55t and 55u.

Le long des bords des parois inférieures 54r et 54s, de petites nervures 62 sont fixées contre la face supérieure de ces parois. Ces petites nervures 62 consistent, par exemple, en de petites barres métalliques, ayant une section carrée de 1 cm de côté, soudées ou vissées sur les parois 54. Ces petites nervures 62 peuvent cependant également être faites de matière plastique polymère ; dans ce cas elles sont collées sur les parois 54.Along the edges of the lower walls 54r and 54s, small ribs 62 are fixed against the upper face of these walls. These small ribs 62 consist, for example, of small metal bars, having a square section of 1 cm side, welded or screwed to the walls 54. These small ribs 62 can however also be made of polymeric plastic material; in this case they are glued to the walls 54.

La Fig. 19 montre, à titre d'exemple, le gros oeuvre (inachevé) d'un bâtiment suivant l'invention. Le niveau inférieur de ce bâtiment consiste en une galerie technique 63 dans laquelle sont installés des câbles et des canalisations 64 (eau, gaz, électricité, égouts, etc...) qui desservent le bâtiment et à laquelle sont raccordées des colonnes montantes et descendantes 65 installées dans les espaces vides entre les empilements successifs de paires d'unités de construction. Cette galerie technique 63 est formée d'une série d'unités C (dont une seule est visible sur le dessin) disposées à la suite l'une de l'autre et reposant directement sur une semelle de fondation 66 à laquelle elles sont fixées par des moyens connus en soi. Les unités C sont accolées et assemblées entre elles par paires (par leur grande face latérale) ; un écartement (par exemple de 30 cm) est ménagé entre les paires d'unités C successives. Des panneaux de tôle rapportés raccordent entre elles les unités C voisines non contiguës, complétant ainsi les parois de la galerie technique. Les panneaux 20 (voir Fig. 3) qui obturent partiellement les petites faces latérales des unités C empêchent les terres de pénétrer dans la galerie technique 63. Toutefois, comme il y a une ouverture entre les panneaux 20 et le cadre supérieur 2 des unités C, on peut avoir ainsi accès, par la galerie technique 63, vers l'espace situé entre le soi et les unités du rez-de-chaussée situées en façade (fixées en porte à faux contre les unités qui forment lesdits empilements).Fig. 19 shows, by way of example, the structural work (unfinished) of a building according to the invention. The lower level of this building consists of a technical gallery 63 in which cables and pipes 64 (water, gas, electricity, sewers, etc.) are installed which serve the building and to which rising and falling columns are connected 65 installed in the empty spaces between successive stacks of pairs of construction units. This technical gallery 63 is formed of a series of units C (only one of which is visible in the drawing) arranged one after the other and resting directly on a foundation sole 66 to which they are fixed by means known per se. The C units are placed side by side and assembled together in pairs (by their large side face); a spacing (for example of 30 cm) is provided between the successive pairs of C units. Added sheet metal panels connect the adjacent non-contiguous C units, thus completing the walls of the technical gallery. The panels 20 (see Fig. 3) which partially close off the small lateral faces of the units C prevent the earth from entering the technical gallery 63. However, since there is an opening between the panels 20 and the upper frame 2 of the units C , one can thus have access, through the technical gallery 63, to the space between the self and the ground floor units located on the front (fixed cantilevered against the units that form said stacks).

Chaque paire d'unités C porte un empilement de sous-ensembles qui sont formés chacun en assemblant côte à côte deux unités A ou deux unités D. Les unités d'un même empilement reposent les unes sur les autres, mais un écartement est ménagé entre le bord supérieur du cadre supérieur de chaque unité et le bord inférieur du cadre inférieur de l'unité qui lui est superposée (comme le montrent les figures 12 et 18).Each pair of units C carries a stack of sub-assemblies which are each formed by assembling two units A or two units side by side. The units of the same stack rest on each other, but a spacing is provided between the upper edge of the upper frame of each unit and the lower edge of the lower frame of the unit which is superimposed on it (as shown in Figures 12 and 18).

Contre les faces latérales libres des sous-ensembles desdits empilements sont attachés, en porte à faux, d'autres sous-ensembles formés également d'un assemblage de deux unités. La plupart de ces sous-ensembles sont formés par l'assemblage de deux unités A. Certains de ces sous-ensembles attachés en porte à faux sont cependant formés par l'assemblage d'une unité A et d'une unité B. Les unités B disposées à la verticale les unes des autres forment une cage d'escalier.Against the free lateral faces of the sub-assemblies of said stacks are attached, cantilevered, other sub-assemblies also formed from an assembly of two units. Most of these sub-assemblies are formed by the assembly of two A units. Some of these subassemblies attached in a cantilever are however formed by the assembly of a A unit and a B unit. B arranged vertically from each other form a stairwell.

Il est à noter que dans ce bâtiment tous les sous-ensembles desdits empilements sont espa- . cés les uns par rapport aux autres. Les sous-ensembles fixés en porte à faux n'exercent les sollicitations de leur propre poids et de leur surcharge que sur les sous-ensembles empilés auxquels ils sont fixés. Ces sous-ensembles fixés en porte à faux sont espacés les uns par rapport aux autres. Les vides qui séparent les sous-ensembles fixés en porte à faux communiquent tous entre eux et également avec les vides ménagés entre les sous-ensembles des empilements, formant ainsi un vide continu, désigné par les lettres de référence VI.It should be noted that in this building all the subsets of said stacks are spaced. compared to each other. The subassemblies fixed in overhang only exert the stresses of their own weight and their overload on the stacked subassemblies to which they are fixed. These subassemblies fixed in cantilever are spaced relative to each other. The voids which separate the cantilevered sub-assemblies all communicate with each other and also with the voids formed between the sub-assemblies of the stacks, thus forming a continuous vacuum, designated by the reference letters VI.

Les Fig. 20 à 24 illustrent schématiquement quelques-unes des nombreuses possibilités d'assemblage d'unités à base rectangulaire (A, B, C, D et E) disposées suivant une maille orthogonale.Figs. 20 to 24 schematically illustrate some of the many possibilities of assembling units with a rectangular base (A, B, C, D and E) arranged in an orthogonal mesh.

La Fig. 20 montre la structure d'un bâtiment dont le soubassement consiste en une semelle horizontale 67 et deux voiles verticaux en béton armé 68, qui servent de support à l'ensemble du bâtiment. Le niveau inférieur du bâtiment est constitué de séries d'unités formées chacune de trois unités assemblées bout à bout par leurs petites faces latérales ; chacune de ces séries de trois unités forme une structure « en pont dont seules les extrémités reposent sur les voiles 68. Les unités situées aux extrémités de chaque série sont désignées par le chiffre de référence 69. Entre deux unités 69 est disposée une unité 70 attachée aux deux précédentes par ses petites faces latérales. Chaque série composée de deux unités 69 et d'une unité 70 porte un empilement de séries de trois unités composées de deux unités 71 et d'.une unité 72 attachées entre elles de la même façon que les unités 69 et 70. Ces séries de trois unités sont superposées avec interposition de pièces d'espacement 46 et prennent appui les unes sur les autres uniquement du côté des petites faces libres des unités. Chaque série de trois unités forme une structure « en pont dont seules les extrémités reposent sur les extrémités de la série immédiatement en dessous et supportent les extrémités de la série qui est immédiatement au-dessus. La structure montrée à la Fig. 20 peut être prolongée aussi bien horizontalement que verticalement.Fig. 20 shows the structure of a building, the base of which consists of a horizontal sole 67 and two vertical reinforced concrete sails 68, which serve to support the entire building. The lower level of the building is made up of series of units each formed of three units assembled end to end by their small side faces; each of these series of three units forms a "bridge" structure whose only ends rest on the sails 68. The units located at the ends of each series are designated by the reference number 69. Between two units 69 is a unit 70 attached to the previous two by its small side faces. Each series composed of two units 69 and one unit 70 carries a stack of series of three units composed of two units 71 and one unit 72 attached to one another in the same way as units 69 and 70. These series of three units are superimposed with the interposition of spacers 46 and bear on each other only on the side of the small free faces of the units. Each series of three units forms a "bridge" structure whose only ends rest on the ends of the series immediately below and support the ends of the series which is immediately above. The structure shown in FIG. 20 can be extended both horizontally and vertically.

La semelle horizontale 67 et les voiles 68 forment en sous-sol une galerie qui peut notamment être utilisée comme garage pour véhicules, débarrassé de points d'appui intermédiaires.The horizontal sole 67 and the sails 68 form a gallery in the basement which can in particular be used as a garage for vehicles, free of intermediate support points.

En pensée, le bâtiment représenté à la Fig. 20 peut être décomposé en « tranches comprenant chacune trois unités de niveau inférieur disposées « en pont (deux unités 69 et une unité 70) et toutes les unités disposées au-dessus de ces trois unités. Suivant une forme d'exécution avantageuse, un espace est laissé entre lesdites « tranches ou entre certaines d'entre elles. Suivant une forme d'exécution particulière, lesdites « tranches sont boulonnées ensemble deux par deux, mais un espace est laissé entre les paires de « tranches » juxtaposées. Cette disposition crée ainsi entre les « tranches » successives ou du moins entre certaines d'entre elles des vides désignés par la référence VI. Ces vides VI communiquent avec les vides VI qui existent entre les unités disposées les unes au-dessus des autres. Ces vides VI offrent de nombreux avantages. Ils assurent notamment une excellente isolation phonique entre groupes d'unités voisines. Ils font également office de joints de dilatation et de tassement entre groupes d'unités voisines et ils permettent de rattraper ainsi des tolérances de fabrication de ces unités et des tolérances de montage de celles-ci. Il est également possible d'installer dans ces vides VI des canalisations verticales et horizontales de toute nature. Suivant une forme d'exécution avantageuse, les vides VI constituent des canaux pour une installation de conditionnement thermique par rayonnement qui est apte à assurer une température convenable à l'intérieur du bâtiment. Les gaines d'encoignure qui ont été décrites plus haut (en se référant à la Fig. 2) jouent un rôle important dans un tel système de conditionnement thermique. Ce système de conditionnement thermique consiste en effet à créer une circulation d'air à température appropriée, en circuit fermé, dans lesdites gaines d'encoignure et dans les vides VI qui séparent les parois d'unités ou de groupes d'unités. Pour permettre la création d'un tel circuit fermé, lesdits vides VI sont complètement isolés, au moyen de cloisons, de l'intérieur des unités et également de l'atmosphère extérieure. Lesdites cloisons comprennent des panneaux de façade et également des panneaux rapportés disposés aux endroits appropriés aux niveaux inférieur et supérieur du bâtiment. Lorsqu'il est ménagé des communications horizontales entre des unités espacées l'une de l'autre, les vides VI verticaux sont isolés de l'intérieur des unités par des gaines-raccords appropriées qui franchissent ces vides VI. Des ouvertures, ménagées dans lesdites gaines d'encoignure verticales continues mettent celles-ci en communication, aux divers étages du bâtiment, avec lesdits espaces vides VI. De l'air porté à une température convenable par un échangeur de chaleur (calorifère ou machine frigorifique) installé de préférence au niveau supérieur du bâtiment, est injecté dans lesdites gaines verticales continues (GV) d'où il s'échappe, par les ouvertures ménagées dans ces gaines verticales continues GV. et est ainsi distribué dans les vides VI aux divers niveaux du bâtiment. L'air contenu dans ces vides remonte jusqu'au niveau supérieur du bâtiment où sont installées des bouches de reprise d'air d'où cet air retourne vers ledit échangeur de chaleur en passant par un ventilateur qui assure la circulation de l'air.In thought, the building shown in Fig. 20 can be broken down into "slices each comprising three lower level units arranged" in a bridge (two units 69 and one unit 70) and all the units arranged above these three units. According to an advantageous embodiment, a space is left between said “slices or between some of them. According to a particular embodiment, said “slices are bolted together two by two, but a space is left between the pairs of juxtaposed“ slices ”. This provision thus creates between the successive "sections" or at least between some of them gaps designated by the reference VI. These VI voids communicate with the VI voids that exist between the units arranged one above the other. These VI voids offer many advantages. In particular, they provide excellent sound insulation between groups of neighboring units. They also act as expansion and packing joints between groups of neighboring units and they make it possible to make up for the manufacturing tolerances of these units and the mounting tolerances of these. It is also possible to install in these VI voids vertical and horizontal pipes of any kind. According to an advantageous embodiment, the voids VI constitute channels for a thermal conditioning installation by radiation which is capable of ensuring a suitable temperature inside the building. The corner sheaths which have been described above (with reference to Fig. 2) play an important role in such a thermal conditioning system. This thermal conditioning system in fact consists in creating an air circulation at an appropriate temperature, in a closed circuit, in said corner sheaths and in the voids VI which separate the walls of units or groups of units. To allow the creation of such a closed circuit, said voids VI are completely isolated, by means of partitions, from the interior of the units and also from the external atmosphere. Said partitions include facade panels and also attached panels arranged in the appropriate places at the lower and upper levels of the building. When horizontal communications between spaced apart units are provided, the vertical VI voids are isolated from the interior of the units by appropriate conduit fittings which pass through these VI voids. Openings in the said continuous vertical corner sheaths put these in communication, on the various floors of the building, with the said empty spaces VI. Air brought to a suitable temperature by a heat exchanger (caloriferous or refrigerating machine) preferably installed at the upper level of the building, is injected into said continuous vertical ducts (GV) from which it escapes, through the openings formed in these continuous vertical ducts GV. and is thus distributed in the voids VI at the various levels of the building. The air contained in these voids goes up to the upper level of the building where air return vents are installed from where this air returns to said heat exchanger via a fan which ensures the circulation of air.

La Fig. 21 montre un bâtiment dont le niveau inférieur comporte deux galeries techniques dans lesquelles sont installés des câbles et des canalisations qui desservent le bâtiment. Chacune de ces galeries techniques consiste en une série d'unités C disposées à la suite l'une de l'autre et reposant directement sur les fondations. Chaque unité C porte un empilement d'unités rectangulaires 73 reposant les unes sur les autres avec interposition de pièces d'espacement 46. Entre ces séries d'unités 73 sont disposées des unités 74 attachées par leurs petites faces latérales contre les petites faces latérales des unités 73 ; ces unités 74 sont ainsi disposées « en pont entre des paires d'unités 73. Contre les unités 73 sont accrochées, en porte à faux, des unités 75. Ces unités 75 sont attachées par une de leurs petites faces latérales contre une petite face latérale d'une unité 73. Les unités 74 et 75 ne reposent pas directement sur le sol et elles ne reposent pas les unes sur les autres. Les unités C et les unités 73 empilées au-dessus de ces unités C sont ainsi seules à supporter et transmettre aux fondations du bâtiment les charges et surcharges de l'ensemble du gros oeuvre ainsi réalisé, les unités accrochées en porte à faux (75) ou « en pont » (74) n'exerçant les sollicitations de leur propre poids et de leurs surcharges que sur les unités 73 auxquelles elles sont fixées.Fig. 21 shows a building, the lower level of which contains two technical galleries in which cables and pipes are installed which serve the building. Each of these technical galleries consists of a series of C units arranged one after the other and resting directly on the foundations. Each unit C carries a stack of rectangular units 73 resting on each other with the interposition of spacers 46. Between these series of units 73 are units 74 attached by their small lateral faces against the small lateral faces of the 73 units; these units 74 are thus arranged “in bridge between pairs of units 73. Against the units 73 are hung, in cantilever, units 75. These units 75 are attached by one of their small lateral faces against a small lateral face of a unit 73. Units 74 and 75 do not rest directly on the ground and they do not rest on each other. The units C and the units 73 stacked on top of these units C are thus alone to support and transmit to the foundations of the building the loads and overloads of the whole of the structural work thus produced, the units hung in cantilever (75) or "in bridge" (74) exerting the stresses of their own weight and their overloads only on the units 73 to which they are fixed.

Les panneaux 20 qui obturent partiellement les petites faces latérales des unités C empêchent les terres d'entrer dans la galerie technique. Toutefois, comme il y a une ouverture entre ces panneaux 20 et le cadre supérieur 2 des unités C, on peut ainsi avoir accès, par la galerie technique, vers l'espace situé entre le sol et les unités 74 et 75 du rez-de-chaussée.The panels 20 which partially close off the small lateral faces of the units C prevent the earth from entering the technical gallery. However, as there is an opening between these panels 20 and the upper frame 2 of the units C, it is thus possible to have access, via the technical gallery, to the space situated between the ground and the units 74 and 75 on the ground floor. - floor.

Tout comme le bâtiment représenté à la Fig. 20, le bâtiment représenté à la Fig. 21 est subdivisé en « tranches séparées les unes des autres par des vides VI qui communiquent avec les vides VI qui existent entre les unités superposées. Ces vides VI offrent les avantages qui ont été décrits précédemment.Just like the building shown in Fig. 20, the building shown in FIG. 21 is subdivided into "sections separated from each other by VI voids which communicate with the VI voids which exist between the superimposed units. These VI voids offer the advantages which have been described previously.

La figure 22 montre un bâtiment qui comporte des séries d'unités rectangulaires 76 juxtaposées et superposées les unes sur les autres (avec interposition de pièces d'espacement 46 selon la figure 12, en formant des « tranches » parallèles. En général, chacune de ces séries d'unités est composée de deux de ces « tranches » séparées par un vide 78a vertical. La série d'unités située en bout de bâtiment ne comprend qu'une seule « tranche ». Chacune des séries d'unités forme une sorte d'épais mur porteur creux servant d'appui à des planchers 77. Ces planchers 77 sont en fait des planchers doubles consistant en deux parois horizontales parallèles séparées par un espace vide 78b. La combinaison des vides 78a et 78b offre la possibilité de créer un système de conditionnement thermique analogue à celui décrit plus haut.FIG. 22 shows a building which comprises series of rectangular units 76 juxtaposed and superimposed on each other (with the interposition of spacers 46 according to FIG. 12, forming parallel "sections". In general, each of these series of units is made up of two of these "sections" separated by a vertical void 78a. The series of units located at the end of the building comprises only one " slice ". Each series of units forms a sort of thick hollow load-bearing wall serving as support for floors 77. These floors 77 are in fact double floors consisting of two parallel horizontal walls separated by an empty space 78b. The combination of voids 78a and 78b offers the possibility of creating a thermal conditioning system similar to that described above.

La Fig. 23 montre un bâtiment qui comporte deux séries d'unités rectangulaires 79 ; chacune de ces séries forme une sorte d'épais mur porteur creux servant d'appui à des poutres 80 pouvant porter une toiture ou une plateforme. Un bâtiment du type représenté à la Fig. 23 peut servir notamment comme hangar, comme salle de sports, etc. Ces « murs creux » offrent l'avantage que l'on peut y faire circuler horizontalement et verticalement des personnes et des choses et que l'on peut y installer des canalisations verticales et horizontales.Fig. 23 shows a building which comprises two series of rectangular units 79; each of these series forms a kind of thick hollow load-bearing wall serving as support for beams 80 which can carry a roof or a platform. A building of the type shown in FIG. 23 can be used as a hangar, a sports hall, etc. These “hollow walls” offer the advantage that people and things can circulate horizontally and vertically there, and that vertical and horizontal pipes can be installed there.

Les bâtiments représentés aux Figs 20, 21, 22 et 23 sont tous constitués d'unités à base rectangulaire. La plupart des unités utilisées dans la construction de ces bâtiments sont des unités A. Toutefois, aux endroits où on désire installer un escalier à vis, certaines de ces unités A sont remplacées par des unités E ou des unités D. De plus, certaines séries d'unités disposées à la verticale les unes des autres peuvent consister en des unités B de manière à former ainsi une cage d'escalier ou une cage d'ascenseur ou de monte-charge.The buildings shown in Figs 20, 21, 22 and 23 are all made up of rectangular units. Most of the units used in the construction of these buildings are A units. However, in places where it is desired to install a spiral staircase, some of these A units are replaced by E or D units. In addition, certain series units arranged vertically from one another may consist of units B so as to thus form a stairwell or an elevator or hoist shaft.

La Fig. 24 est une vue en perspective d'un bâtiment réalisé par l'assemblage d'unités à base rectangulaire 81 (choisies parmi les unités A, B, C, D et E), de grandes unités à base triangulaire 82 (choisies parmi les unités, J, K, L et M), de petites unités à base triangulaire 83 (choisies parmi les unités N et P) et d'unités à base trapézoïdale 84 (choisies parmi les unités Q et R). Tout comme dans les bâtiments précédents, certaines de ces unités sont empilées les unes sur les autres avec interposition de pièces d'espacement 46 (voir figure 12) en créant ainsi un espace vide VI horizontal.Fig. 24 is a perspective view of a building produced by assembling rectangular base units 81 (chosen from units A, B, C, D and E), large triangular base units 82 (chosen from units , J, K, L and M), small triangular base units 83 (selected from units N and P) and trapezoidal base units 84 (selected from units Q and R). As in the previous buildings, some of these units are stacked on top of each other with the interposition of spacers 46 (see Figure 12), thus creating a horizontal empty space VI.

Les Fig. 25 à 27 sont des vues schématiques en plan de quelques types de bâtiments réalisables au moyen des unités suivant l'invention.Figs. 25 to 27 are schematic plan views of some types of buildings achievable by means of the units according to the invention.

La Fig. 25 représente un bâtiment réalisé uniquement au moyen d'unités à base rectangulaire 81 disposées suivant une maille orthogonale ; cette vue schématique en plan correspond, par exemple, au bâtiment représenté à la Fig. 20.Fig. 25 shows a building produced only by means of rectangular base units 81 arranged in an orthogonal mesh; this schematic plan view corresponds, for example, to the building shown in FIG. 20.

La Fig. 26, qui représente un autre type de bâtiment réalisé au moyen d'unités à base rectangulaire 81, montre la possibilité d'avoir un décalage dans la trame horizontale du plan. De tels décalages, éventuellement combinés avec des décalages verticaux qu'il est facile de réaliser entre des empilements d'unités à l'endroit où ils sont séparés par des vides VI verticaux, donnent la possibilité d'adapter les bâtiments aux tracés des voiries et aux courbes de niveau des terrains.Fig. 26, which represents another type of building produced by means of rectangular base units 81, shows the possibility of having an offset in the horizontal frame of the plane. Such offsets, possibly combined with vertical offsets which it is easy to achieve between stacks of units at the place where they are separated by vertical VI voids, give the possibility of adapting the buildings to the layout of the roads and to the contour lines of the land.

La Fig. 27 est une vue schématique en plan d'un complexe architectural. On peut remarquer que la construction de ce complexe fait intervenir des unités à base rectangulaire 81 (choisies parmi les unités A, B, C, D et E), de grandes unités à base triangulaire 82 (choisies parmi les unités J, K, L et M), de petites unités à base triangulaire 83 (choisies parmi les unités N et P) et des unités à base trapézoïdale 84 (choisies parmi les unités Q et R). Certaines des unités constitutives de ce bâtiment peuvent être disposées soit en porte à faux, soit « en pont •. Certains groupes d'unités de construction entourent des espaces vides créant ainsi des puits de lumière 85.Fig. 27 is a schematic plan view of an architectural complex. We can notice that the construction of this complex involves rectangular base units 81 (chosen from units A, B, C, D and E), large triangular base units 82 (chosen from units J, K, L and M), small triangular base units 83 (selected from units N and P) and trapezoidal base units 84 (selected from units Q and R). Some of the constituent units of this building can be arranged either cantilevered or "bridge". Certain groups of construction units surround empty spaces, thus creating skylights 85.

Le gros oeuvre des bâtiments réalisé au moyen des unités de l'invention est complété par une enveloppe constituée de façades et de toitures.The structural work of the buildings carried out by means of the units of the invention is completed by an envelope made up of facades and roofs.

Les façades sont évidemment parallèles aux parois verticales des unités qui se trouvent à la périphérie du bâtiment. Elles ferment l'ensemble, ménageant ou non, suivant les besoins et aux endroits appropriés, entre elles et les cellules de la périphérie du bâtiment, un espace vide qui communique avec les espaces qui existent entre les unités superposées et éventuellement aussi avec les espaces vides entre des « tranches du bâtiment. Ces façades peuvent être réalisées en des matériaux légers et sont, dans ce cas, accrochées par des moyens connus en soi aux unités qui se trouvent à la périphérie du bâtiment, en tirant parti des nombreux orifices pour boulons que comportent les parois verticales de toutes les unités.The facades are obviously parallel to the vertical walls of the units located on the periphery of the building. They close the whole, saving or not, according to the needs and in the appropriate places, between them and the cells of the periphery of the building, an empty space which communicates with the spaces which exist between the superimposed units and possibly also with the empty spaces between "slices of the building. These facades can be made of light materials and are, in this case, attached by means known per se to the units which are at the periphery of the building, taking advantage of the numerous orifices for bolts which the vertical walls of all the units.

Ces façades légères peuvent éventuellement être réalisées de manière artisanale au moyen de matériaux très courants mais elles peuvent aussi consister en des murs-rideaux modernes.These light facades can possibly be made by hand using very common materials but they can also consist of modern curtain walls.

Des balcons, terrasses ou coursives de circulation peuvent être accrochés aux unités qui se trouvent à la périphérie du bâtiment, et ce, au moyen d'éléments d'accrochage qui traversent les façades.Balconies, terraces or passageways can be hung on the units located on the periphery of the building, by means of hanging elements that cross the facades.

Les façades peuvent cependant également être réalisées en matériaux lourds, en maçonnerie par exemple. Dans ce cas, elles doivent être construites contre ou à proximité des unités périphériques et doivent être assises sur des fondations qui leur sont propres.The facades can however also be made of heavy materials, in masonry for example. In this case, they must be built against or near the peripheral units and must be seated on their own foundations.

Une ou plusieurs toitures sont portées par des unités de niveau supérieur ; lorsque le bâtiment comporte des unités disposées en porte à faux ou « en pont •, il est généralement préférable que les toitures ne prennent pas appui sur celles-ci, mais seulement sur les empilements d'unités qui reposent les unes sur les autres. Ces toitures peuvent avoir les formes les plus diverses et peuvent être réalisées en des matériaux très divers suivant les régions, les climats et la forme des bâtiments.One or more roofs are carried by higher level units; when the building comprises units arranged in cantilever or "bridge", it is generally preferable that the roofs do not rest on them, but only on the stacks of units which rest on each other. These roofs can have the most diverse shapes and can be made of very diverse materials according to regions, climates and the shape of buildings.

Les eaux pluviales peuvent être rejetées directement vers l'extérieur ou être conduites vers des canalisations verticales qui trouveront avantageusement leur place dans les vides VI ou dans les gaines d'encoignure.Rainwater can be discharged directly to the outside or be led to vertical pipes which will advantageously find their place in the voids VI or in the corner ducts.

Les Figs. 28 et 29 illustrent de manière schématique la circulation de l'air pulsé dans une installation de conditionnement thermique d'un bâtiment du type montré à la Fig. 19. L'air, porté à une température convenable par un échangeur de chaleur 86 (calorifère ou machine frigorifique) passe par des conduits de départ CD et descend dans les gaines verticales continues GV. L'air véhiculé par les gaines GV s'échappe par des trous 87 ménagés dans les fourreaux qui raccordent entre elles les gaines d'encoignure des unités de construction ; cet air est ainsi distribué dans le vide VI à tous les niveaux du bâtiment. L'air contenu dans l'espace vide VI monte ainsi jusqu'au niveau supérieur du bâtiment où sont installées des bouches de reprise d'air (non représentées) branchées sur des tôles qui, au niveau supérieur du bâtiment, clôturent les espaces entre les unités voisines. (L'air qui remonte dans le vide VI est figuré à la Fig. 28 par des traits interrompus et à la Fig. 29 par des lignes ondulées). Toutes ces bouches de reprise d'air sont raccordées à un ou plusieurs conduits d'arrivée CA. L'air véhiculé par le ou les conduits d'arrivée CA retourne vers l'échangeur de chaleur 86, en passant par un ventilateur (non représenté) qui assure la circulation de l'air.Figs. 28 and 29 schematically illustrate the circulation of forced air in a thermal conditioning installation of a building of the type shown in FIG. 19. The air, brought to a suitable temperature by a heat exchanger 86 (caloriferous or refrigerating machine) passes through CD outlet ducts and descends in the continuous vertical ducts GV. The air conveyed by the GV ducts escapes through holes 87 made in the sleeves which connect the corner ducts of the construction units to each other; this air is thus distributed in vacuum VI to all levels of the building. The air contained in the empty space VI thus rises to the upper level of the building where air intake vents (not shown) are installed connected to sheets which, at the upper level of the building, enclose the spaces between the neighboring units. (The air which rises in vacuum VI is shown in Fig. 28 by dashed lines and in Fig. 29 by wavy lines). All these air return vents are connected to one or more AC inlet ducts. The air conveyed by the inlet duct (s) CA returns to the heat exchanger 86, passing through a fan (not shown) which circulates the air.

Il est évidemment essentiel que le vide VI soit complètement isolé (au moyen de cloisons) de l'intérieur des unités et également de l'atmosphère extérieure. Au niveau supérieur du bâtiment, les tôles sur lesquelles sont branchées les bouches de reprise d'air, forment le cloisonnement entre le vide VI et l'espace compris entre la toiture T et les unités de l'étage supérieur.It is obviously essential that the vacuum VI is completely isolated (by means of partitions) from the interior of the units and also from the external atmosphere. At the upper level of the building, the sheets on which the air intake vents are connected, form the partition between the vacuum VI and the space between the roof T and the units on the upper floor.

Si on le désire, on peut également faire participer l'espace sous toiture au réseau de circulation d'air de l'installation de conditionnement thermique. Cela peut être réalisé notamment en branchant à des endroits appropriés, des bouches de sortie d'air (calibrées) sur les conduits de départ CD et des bouches de reprise d'air sur les conduits d'arrivée CA. De cette manière, une partie de l'air passant par l'échangeur de chaleur 86 circule dans l'espace entre la toiture T et les unités de l'étage supérieur, portant ainsi les plafonds de ces unités à une température convenable.If desired, the space under the roof can also be part of the air circulation network of the thermal conditioning installation. This can be achieved in particular by connecting, at appropriate locations, air outlet vents (calibrated) to the CD outlet ducts and air intake vents to the CA inlet ducts. In this way, part of the air passing through the heat exchanger 86 circulates in the space between the roof T and the units of the upper floor, thus bringing the ceilings of these units to a suitable temperature.

Des panneaux thermiquement isolants, formant une cloison horizontale continue 88 au-dessous du rez-de-chaussée du bâtiment, sont fixés aux rebords 9 (fig. 2-5) des unités de construction qui forment le rez-de-chaussée, au moyen d'attaches métalliques qui ménagent un espacement (par exemple d'une dizaine de centimètres) entre ces rebords 9 et la cloison 88. De cette manière, l'air qui est injecté sous les planchers des unités de construction du rez-de-chaussée, peut passer par-dessous ces rebords 9 et remonter dans le vide VI.Thermally insulating panels, forming a continuous horizontal partition 88 below the ground floor of the building, are fixed to the edges 9 (fig. 2-5) of the construction units which form the ground floor, by means metal fasteners which provide a spacing (for example of ten centimeters) between these flanges 9 and the partition 88. In this way, the air which is injected under the floors of the construction units on the ground floor , can pass under these edges 9 and go back up into the vacuum VI.

Dans la forme d'exécution illustrée aux Fig. 28 et 29, il n'y a pas de gaines d'encoignure du côté des façades F. Les ouvertures 19 (des parois supérieure 4 et inférieure 5 des unités de construction A) qui se trouvent près des façades F, sont obturées au moyen de panneaux rapportés 89.In the embodiment illustrated in Figs. 28 and 29, there are no corner sheaths on the side of the facades F. The openings 19 (of the upper walls 4 and lower 5 of the construction units A) which are located near the facades F, are closed by means reported panels 89.

Il importe cependant de noter que cette forme d'exécution n'est donnée qu'à titre d'exemple.It is important to note, however, that this form of execution is given only by way of example.

Il est à remarquer que les caractéristiques mêmes de l'invention favorisent la standardisation et la préfabrication de tous les composants complémentaires intervenant dans la construction des bâtiments réalisés au moyen ,des unités suivant l'invention (toitures, façades, cloisons, équipements techniques etc...).It should be noted that the very characteristics of the invention favor the standardization and prefabrication of all the additional components involved in the construction of buildings produced using, units according to the invention (roofs, facades, partitions, technical equipment, etc.). ..).

Il est à remarquer encore que la mise en oeuvre, le plus généralement par montage simple, de tous ces composants complémentaires, est particulièrement facilitée par les caractéristiques résultant de l'invention parmi lesquelles la judicieuse disposition des vides VI et des gaines d'encoignure joue un rôle important.It should also be noted that the implementation, most generally by simple assembly, of all these complementary components, is particularly facilitated by the characteristics resulting from the invention among which the judicious arrangement of the voids VI and corner sheaths plays an important role.

C'est l'ensemble de tous ces facteurs, conjugués avec la simplicité et l'économie des unités de construction elles-mêmes, qui engendre les avantages économiques qui résultent de l'invention.It is the combination of all these factors, combined with the simplicity and economy of the construction units themselves, which generates the economic advantages which result from the invention.

Il est à remarquer encore que des unités de construction peuvent être équipées, au sol, d'éléments de façade, de cloisons, de canalisations diverses et d'appareils, avant d'être mises en place au moyen de grues, pour former des bâtiments. Ce travail peut être exécuté à la chaîne dans des chantiers forains.It should also be noted that construction units can be fitted, on the ground, with facade elements, partitions, various pipes and apparatus, before being installed by means of cranes, to form buildings. . This work can be carried out on the assembly line in fairgrounds.

Bien entendu, l'invention n'est pas limitée aux formes d'exécution qui ont été décrites et représentées à titre d'exemples, et de nombreuses modifications peuvent y être apportées sans sortir du cadre de l'invention, l'étendue de la protection étant déterminée par la teneur des revendications.Of course, the invention is not limited to the embodiments which have been described and shown by way of examples, and numerous modifications can be made thereto without departing from the scope of the invention, the scope of the protection being determined by the content of the claims.

Claims (26)

1. A building unit for constructing buildings, formed of a lower part and an upper part each comprising at least one frame (1 and 2) and one horizontal wall (4 and 5), the lower frame (1) and the upper frame (2) being joined by means of uprights (3) having a V-shaped cross-section, in such a manner that they form a metallic structure having the shape of a right prism, characterised in that :
- the lower frame (1) is formed of wide flat bars disposed along the lateral faces of said prism in such a manner that the bottom edge of said lower frame (1) forms the side edges of the bottom base of the said prism,
- the upper frame (2) is formed of wide flat bars disposed along the lateral faces of said prism in such a manner that the top edge of said upper frame (2) forms the side edges of the top base of the said prism,
- each upright (3) is disposed in such a manner that its vertex forms a vertical edge of the said prism and that its flanges, formed of wide flat bars, are disposed along the side faces of the said prism,
- the bottom horizontal wall (5) consists of a metal sheet attached to the top edge of the lower frame (1) or near said edge, the bottom wall (5) being self-supporting in such a manner that it forms together with the lower frame (1) an empty box open at the bottom,
- the top horizontal wall (4) consists of a metal sheet attached to the top edge of the upper frame (2) and thus forming the top base of the said prism, the top wall (4) being self-supporting in such a manner that it forms together with the upper frame (2) an empty box open at the bottom.
2. A building unit according to claim 1, characterised in that the bottom part of the lower frame (1), the bottom part of the upper frame (2) and the vertical edges of the flanges of the uprights (3) are provided with projecting edges (9, 10, 11) directed at right angles towards the interior of the building unit.
3. A building unit according to any of the preceding claims, characterised in that the top part of the lower frame (1) and the top part of the upper frame (2) are provided with projecting edges (26, 27) directed at right angles towards the interior of the building unit.
4. A building unit according to any of the preceding claims, characterised in that the said bottom horizontal wall (5) is attached to the said lower frame (1) at a level which is offset downwards in relation to the top edge of the said frame, in such a manner that the top portion of the lower frame (1) forms an upwardly directed projecting edge along the edges of the bottom wall (5).
5. A building unit according to any of claims 1 to 3, characterised in that the said bottom horizontal wall (5) is attached to the top edge of the lower.frame (1) and is provided on its upper face with an upwardly directed projecting edge along the edges of the said top wait (4).
6. A building unit according to any of the preceding claims, characterised in that under the level of the bottom horizontal wall (5) the said lower frame (1) is provided with one or more openings (17) permitting the passage of pipes and/or cables.
7. A building unit according to any of the preceding claims, characterised in that the bottom horizontal wall (5) and/or the top horizontal wall (4) has or have openings (19) near the vertical edges of the building unit.
8. A building unit according to any of the preceding claims, characterised in that the bottom horizontal wall (5) and/or the top horizontal wall (4) has or have one or more openings (6) of a size permitting the passage of a man, which openings can be closed by removable attached panels.
9. A building unit according to any of the preceding claims, characterised in that the bottom horizontal wall (5) and/or the top horizontal wall (4) has or have a circular opening permitting the installation of a spiral staircase for the passage towards another building unit located above and/or below the first building unit.
10. A building unit according to any of the preceding claims, characterised in that the bottom horizontal wall (5) and/or top horizontal wall (4) has or have a semicircular cut-out whose center is situated on a horizontal edge of the said prism, the large flat bars which form the said lower frame (1) and/or the said upper frame (2) being so shaped as to follow the edge of the cut-out horizontal wall to which they are attached, the arrangement and diameter of the said cut-out being such that, when two building units provided with such cut-outs are connected side by side in suitable manner, the semicircular cut-outs complement one another to form a circular opening permitting the installation of a spiral staircase for the passage towards other building units superposed upon the first building units.
11. A building unit according to any of the preceding claims, characterised in that the elements which make it comprise stiffeners (12 to 16) consisting of metal ribs fixed by means known per se against the metal sheets and/or wide flat bars of the various elements, the stiffeners (12, 13) of the bottom horizontal wall (5) being fixed against the bottom face of the latter, and all the stiffeners provided on the building unit being disposed in such a manner that they do not project beyond the side faces of the prism formed by the said building unit.
12. A building unit according to any of the preceding claims, characterised in that the said lower frame (1) is interrupted at one or more of its corners.
13. A building unit according to any or the preceding claims, characterised in that the said upper frame (2) is interrupted at one or more of its corners.
14. A building unit according to any of the preceding claims, characterised in that it has the shape of a right prism having a standard height common to all the building units used for the construction of one and the same building, in which prism at least two sides of the base have a length which is equal to a reference length common to all the building units used, or to a multiple of this reference length.
15. A building unit according to any of the preceding claims, characterised in that it is produced by joining together on the construction site, by means known per se, factory-prefabricated elements, comprising :
1. a bottom part comprising the said lower frame (1) provided with a bottom wall (5),
2. a top part comprising the said upper frame (2) provided with a top wall (4),
3. the uprights (3) of the building unit.
16. A building unit according to any of the preceding claims, characterised in that it has the shape of a right prism having a rectangular base and is produced by joining together on the construction site, by means known per se, factory-prefabricated elements comprising :
1. a bottom part which is itself produced by joining together side by side, on the site, two identical rectangular lower frames (1) each comprising a bottom wall (5),
2. a top part which is itself produced by joining together side by side, on the site, two identical rectangular top frames (2) each comprising a top wall (4),
3. four uprights (3).
17. A building of which the fabric is at least partly formed by bolting together superposed and/or juxtaposed building units according to any of the preceding claims.
18. A building according to claim 17, characterised in that one or more of the said building units is or are not supported by their bottom face and are fixed solely by one or more of their side faces against one or more side faces of juxtaposed building elements which rest on a horizontal support.
19. A building according to claim 18, characterised in that it comprises a stack or a plurality of stacks spaced apart from one another and formed of building units resting one on the other, each level of each stack being composed of one or more building units juxtaposed side by side and joined together, while spacers form a space between the top edge of the upper frame (2) of each building unit of each stack and the bottom edge of the lower frame (1) of the building unit superposed on it, and building units which are not supported by their bottom face being fixed by one or more of their side faces against one or more of the free side faces of the building units which form the said stacks.
20. A building according to claim 19, characterised in that the said spacers are formed by the ends of the uprights (3) of the building units, which extend beyond the bottom edge of the said lower frame (1) and/or beyond the top edge of the said upper frame (2), which each delimit a base of the prism.
21. A building according to any of claims 17 to 20, characterised in that the building units, or at least some of them, are equipped with vertical casings installed in the corners of the units, over the entire height of the latter, the said bottom horizontal walls (5) and/or top horizontal walls (4) being provided with openings (19) at the points where the said corner casing lead onto these horizontal walls, the corner casings of a building unit being connected by means of suitably shaped ducts to the corresponding corner casings of building units situated above and/or below, while the corner casings connected together form continuous vertical casings (GV).
22. A building according to claim 21, characterised in that the said continuous vertical casings (GV), or some of them, are used as technical casings containing pipes and/or cables.
23. A building according to any of claims 21 or 22, characterised in that the said continuous vertical casings (GV), or some of them, are used as smoke ducts for domestic hearths.
24. A building according to any of claims 21 to 23, characterised in that the said continuous vertical casings (GV), or some of them, are used for carrying air for the ventilation or air conditioning of the rooms.
25. A building according to any of claims 21 to 24, characterised in that the said continuous vertical casings (GV), or some of them, form part of a radiation type thermal conditioning installation which is adapted to provide a suitable temperature inside the building by creating a circulation of air at an appropriate temperature, in a closed circuit, in the said continuous vertical casings (GV) and in the empty spaces (VI) which separate the walls of building units, or of the group of building units, the said empty spaces (VI) being completely isolated by means of partitions from the interior of the building units and also from the outside atmosphere, openings provided in the said continuous vertical casings (GV) bringing the latter into communication at the different levels of the building with the said empty spaces (VI), while continuous vertical casings which terminate at the top level of the building are connected to one or more outlet conduits (CD), and a plurality of air return outlets in communication with the empty spaces (VI) between the building units are installed at the top level of the building, all of which air return outlets are connected to one or more supply conduits (CA), a fan connected between the supply conduits (CA) and the outlet conduits (CD) bringing about a circulation of air in a closed circuit, the air being injected into the continuous vertical casings (GV), circulating in the empty spaces (VI) between the building units, and passing out of the empty spaces (VI) through the aforesaid air return outlets, and the heat exchanger of a heater or refrigerating machine (86) being inserted in the circuit upstream or downstream of the said fan.
26. A building according to any of claims 17 to 25, characterised in that the bottom level of the building comprises one or more technical tunnels (63) in which are installed cables and pipes (64) serving the building and to which are connected riser pipes and down pipes (65) serving the various levels of the building, each technical tunnel (63) consisting of a series of building units (C) disposed one following the other and resting directly on the foundations (66).
EP79870028A 1978-12-11 1979-11-26 Prefabricated building units for the construction of buildings, and buildings whose carcass contains such assembled units Expired EP0012736B1 (en)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
FR7834744 1978-12-11
FR7834744A FR2444130A1 (en) 1978-12-11 1978-12-11 Prefabricated modular system for houses and buildings - uses flanged and reinforced panels and structural members combined with wooden beams
FR7911027A FR2455657A1 (en) 1979-05-02 1979-05-02 Prefabricated modular system for houses and buildings - uses flanged and reinforced panels and structural members combined with wooden beams
FR7911027 1979-05-02
FR7914983 1979-06-12
FR7914983A FR2458638A2 (en) 1979-06-12 1979-06-12 Prefabricated modular system for houses and buildings - uses flanged and reinforced panels and structural members combined with wooden beams

Publications (2)

Publication Number Publication Date
EP0012736A1 EP0012736A1 (en) 1980-06-25
EP0012736B1 true EP0012736B1 (en) 1983-07-13

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IT7969369A0 (en) 1979-12-10
TR22071A (en) 1986-03-11
OA06422A (en) 1981-07-31
KE3638A (en) 1986-06-20
IT1119965B (en) 1986-03-19
IE49009B1 (en) 1985-07-10
IL58909A0 (en) 1980-03-31
CU21044A (en) 1982-03-28
EP0012736A1 (en) 1980-06-25
US4364206A (en) 1982-12-21
DD147702A5 (en) 1981-04-15
GB2040334A (en) 1980-08-28
NO794015L (en) 1980-06-12
ES257026Y (en) 1982-06-01
AR221389A1 (en) 1981-01-30
DE7934285U1 (en) 1980-06-26
GR73603B (en) 1984-03-26
CA1129617A (en) 1982-08-17
NZ192297A (en) 1983-07-15
GB2040334B (en) 1983-05-11
AU530363B2 (en) 1983-07-14
AU5330379A (en) 1980-07-10
BR7908052A (en) 1980-07-08
DE2965875D1 (en) 1983-08-18
LU81973A1 (en) 1980-07-01
IT7953791V0 (en) 1979-12-10
MY8500986A (en) 1985-12-31
ATA755079A (en) 1985-03-15
PL128820B1 (en) 1984-03-31
PT70541A (en) 1980-01-01
DK523979A (en) 1980-06-12
IL58909A (en) 1982-04-30
MA18642A1 (en) 1980-07-01
ES257026U (en) 1981-12-16
PL220316A1 (en) 1980-10-20
CH635641A5 (en) 1983-04-15
FI793850A (en) 1980-06-12
IE792375L (en) 1980-06-11

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