EP0362323B1 - Vorgefertigtes gebäude - Google Patents
Vorgefertigtes gebäude Download PDFInfo
- Publication number
- EP0362323B1 EP0362323B1 EP19890903068 EP89903068A EP0362323B1 EP 0362323 B1 EP0362323 B1 EP 0362323B1 EP 19890903068 EP19890903068 EP 19890903068 EP 89903068 A EP89903068 A EP 89903068A EP 0362323 B1 EP0362323 B1 EP 0362323B1
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- EP
- European Patent Office
- Prior art keywords
- panels
- panel
- building
- frame
- fixed
- 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 - Lifetime
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- 238000012986 modification Methods 0.000 claims abstract description 3
- 230000004048 modification Effects 0.000 claims abstract description 3
- 239000012530 fluid Substances 0.000 claims description 7
- 241000826860 Trapezium Species 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 3
- 239000010865 sewage Substances 0.000 claims description 3
- 238000010438 heat treatment Methods 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000009408 flooring Methods 0.000 claims 57
- 241000180579 Arca Species 0.000 claims 1
- 241000711981 Sais Species 0.000 claims 1
- 238000005096 rolling process Methods 0.000 claims 1
- 239000000470 constituent Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 238000010616 electrical installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3442—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts folding out from a core cell
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B2001/0053—Buildings characterised by their shape or layout grid
- E04B2001/0069—Prismatic shaped buildings with substantially triangular vertical cross-section
Definitions
- the subject of the present invention is a prefabricated building, on one level or on at least one storey, which can be transported, in particular by road and made up of elements assembled and articulated to each other so that the building can, by simple modification of the position of its constituent elements, occupy two extreme volumes, a first volume in which the overall dimensions of said building are reduced to the loading gauge, in particular for road transport and a second volume corresponding to the deployed and habitable building.
- a transportable folding building which, when deployed, is on one level and, when folded, is in the form of a "container" compact and homogeneous throughout its length, inside which are folded all the other elements of the building.
- FR-A-2 557 620 comprises an axial span produced in the form of a beam-ladder intended to provide stability and bracing to the deployed building, this beam-ladder ensuring the "container", which constitutes the building in the folded position, a longitudinal flexural strength to allow its handling and transport.
- the aforementioned ladder beam also aims to prevent bending stresses which could hinder the folding of the longitudinal panels of the building.
- This ladder beam which extends along the longitudinal axis of the building, over the entire length of the latter, over a very large part of its height and over a non-negligible part of its width, has the drawback, although 'it is envisaged to house the technical equipment of the building, on the one hand, to separate the living area of said building into two distinct areas arranged on either side of said ladder beam and partitioned by the latter and, d On the other hand, to significantly reduce the total surface area actually habitable offered by the single floor of the building.
- the object of the invention is to remedy this drawback and to provide a prefabricated building either on one level or on at least one floor, which can occupy the two above-mentioned volumes and which comprises a rigid and non-deformable structure which is formed of a chassis, at least one movable deck, pillars and uprights on which the various rigid panels of the building are articulated and which makes it possible, when the building is deployed, to obtain a floor or several superposed floors offering a practically equal living area on the surface of the floor (s).
- the invention also aims to provide a building whose design and equipment are such that it can be habitable immediately as soon as it has been installed on the chosen site, after having been entirely produced and assembled in the workshop, at shelter from bad weather. Its location on the site; which consists only in modifying the position of its constituent elements which have been placed for the transport of the building towards the site in their position which makes it possible to reduce the total volume of the building to the road gauge, practically does not require manpower, which does not have to be specialized, and can be carried out with a very reduced material which is is integrated into the building, either removable and which can be actuated either manually, or using a driving force, such as a pressurized fluid, supplied for example by the vehicle having transported the building.
- a driving force such as a pressurized fluid
- said building comprises a chassis, rigid and non-deformable, rectangular and horizontal, capable of supporting and / or recovering the weight and all the stresses of the building in the latter's living conditions and whose the dimensions are less than the corresponding dimensions of the above-mentioned template; means intended to ensure the stability of the building under living conditions and which are assembled to said chassis and articulated on the latter so as to be able to occupy two extreme positions, a first position corresponding to the first aforementioned volume in which they are located at the 'interior of an imaginary rectangular parallelepiped whose chassis constitutes one of the bases and a second position corresponding to the second volume mentioned above and in which they are arranged projecting with respect to said rectangular parallelepiped; means provided on the chassis and arranged to allow attachment temporary of a towable, removable and recoverable bearing system, used for transporting the building; at least four vertical pillars, of lengths equal to and less than the corresponding dimension of the aforementioned template, located and fixed to the corners of the frame
- the building comprises four facades, a ground floor and a floor and is, when it occupies the second volume mentioned above, in the form of a straight prism whose bases , which are triangular and which constitute the front and rear facades of the building, have at least two equal sides and whose edges have a length equal to the length of one of the long sides of the frame, the latter, which supports part of the floor of the ground floor, being located in the middle part of the lateral face of the prism, which is horizontal and which includes the bases of the triangles formed by the aforementioned front and rear facades, while the lateral facades of the building coincide with the two other side faces of the prism, the pillars fixed to the frame being located inside the prism as well as the uprights fixed to the decking, which supports the floor of the building floor, the vertical plane, p assant by the longitudinal axes of the above amounts constituting a plane of symmetry of the building, these amounts supporting a fixed ridge piece whose two rectangular slopes are equal
- the building comprises means arranged to allow it to pivot around a vertical axis passing through the point of intersection of the diagonals of the rectangle delimiting the upper face of the aforementioned chassis, these means advantageously comprising a ball or roller crown whose axis coincides with the above vertical axis and which is associated with the frame and supported by the latter, a platform, parallel to the frame, of same shape and same area as those of said chassis, being associated with and supported by the ball ring, the abovementioned pillars being fixed to said decking, said means also comprising a circular rail, coaxial with the ball ring and produced in several sections, which is fixed to the aforementioned decking and to the movable panels intended to support the floor of the ground floor of the building, rollers carried by the aforementioned means intended to ensure the stability of the building being provided and arranged to be able to cooperate with said rail in order to contribute to the stability of the building, means, such as motor-brake, with control either manual or automatic depending on the position
- Figure 1 is a schematic view, in elevation and in section, a half view illustrating the building in the deployed position, while the other half view shows the building in the folded position to the road gauge.
- Figures 2 and 3 are views similar to Figure 1, on a larger scale, which illustrate how the movable panels are brought from their deployed building position to their building position folded to the road gauge.
- FIG. 4 is a schematic view, in plan and with partial breaks, corresponding to FIG. 1.
- Figure 5 is a schematic plan view and partially broken, of the building illustrated in Figures 1 to 4 when it is the road gauge.
- Figure 6 is a schematic view, in elevation and in section, showing a variant of the building illustrated in Figures 1 to 5, this variant can be driven in a rotational movement around the above vertical axis.
- Figures 7 to 9 are views similar to Figure 6, which illustrate how the movable panels are brought from their deployed building position to their building position folded to the road gauge.
- Figure I0 is a schematic plan view with partial breaks, corresponding to Figure 6 (building deployed).
- Figure 11 is a schematic view, in plan and partially broken, corresponding to Figure 9 (building folded to the road gauge).
- FIG. 12 is a schematic view, in elevation and in section, showing a second variant of the building illustrated in FIGS. 1 to 5.
- Figure 13 is a view similar to Figure 12, on a larger scale, showing how the movable panels are presented when the building occupies its folded position to the road gauge.
- Figure 14 is a plan view corresponding to Figure 12, a portion of the movable panels constituting some of the facades of the building being shown in an intermediate position between the road gauge position and the deployed position.
- FIG. 15 is a schematic plan view corresponding to FIG. 13.
- Figure 16 is a schematic half-view, in elevation and in section, showing a third variant of the building illustrated in Figures 1 to 5, the latter variant being a two-story building.
- Figures 17 to 25 are views similar to Figure 16, which show how the movable panels are brought from the position they occupy when the building is deployed to their position when the building is placed at the road gauge.
- FIG. 26 is a plan view corresponding to FIG. 25.
- FIG. 27 is a view, on a larger scale than that of FIG. 26, showing a detail of this FIG. 26.
- the prefabricated building according to the invention and illustrated in the drawings is either on one level, or on at least one storey, and can be transported, in particular by road, under normal conditions using current means of transport.
- the building is made up of elements which are entirely assembled in the factory and which are hinged to each other so that the building can, by simply changing the position of its constituent elements, occupy two extreme volumes, a first volume in which the overall dimensions of said building are reduced to a loading gauge for road transport and a second volume corresponding to the deployed and habitable building.
- said building comprises a chassis 1, rigid and non-deformable, rectangular and horizontal, capable of supporting and / or taking up the weight and all the stresses of the building in residential conditions and whose dimensions are smaller than the dimensions corresponding to the road gauge.
- This building comprises means 2 intended to ensure its stability in living conditions and which are assembled to the frame 1 and articulated on the latter so as to be able to occupy two extreme positions, a first position corresponding to the first aforementioned volume in which they are situated inside an imaginary rectangular parallelepiped whose chassis 1 constitutes one of the bases and a second position corresponding to the second volume mentioned above and in which they are arranged projecting with respect to said rectangular parallelepiped.
- Means, not shown, are provided at the base of the chassis 1 and arranged to allow the temporary fixing of a towable bearing system, constituted for example by two carrying axles, which is removable and recoverable when it has been used for transport of the building.
- the building also comprises four vertical pillars 3, of lengths equal to and less than the corresponding dimension of the road gauge, which are located and fixed to the corners of the chassis 1 as well as a rectangular, rigid, horizontal platform 4, which is movable and arranged between the four pillars 3 to be guided on these, so that it can be moved, parallel to itself, in a direction parallel to the longitudinal axes of the pillars 3, between two extreme positions, a first position corresponding to the first aforementioned volume in which the deck 4 is located near the chassis 1 and a second position corresponding to the second aforementioned volume in which said deck 4 is located in the vicinity of the tops of the pillars 3.
- the building also essentially comprises panels, mobile and substantially planar, which are articulated to each other and to the pillars 3 and to the uprights 5, to form at least part of the decking of the ground floor of the building as well as the external walls.
- Locking means are provided to immobilize the deck 4 supporting the uprights 5 and the various movable panels, relative to each other, when the building occupies one or more the other from its extreme positions. Means, not shown, are also provided and arranged for facilitate the movements of the deck 4 and the movable panels to bring the building into one or the other of its extreme positions.
- said building appears, when it occupies the aforementioned second volume, that is to say when it is deployed, under the form of a straight prism whose bases, which are triangular and which constitute the front and rear facades 6 and 7 of the building, have at least two equal sides and whose edges have a length equal to the length of one of the long sides of frame 1, the latter, which supports part of the ground floor floor, is located in the middle part of the side face of the prism, which is horizontal and which includes the bases of the triangles formed by the front and rear facades 6 and 7, while the lateral facades 8 and 9 of the building coincide with the other two lateral faces of the prism.
- the pillars 3 fixed to the frame 1 are located inside the prism as well as the uprights fixed to the deck 4 which supports the floor of the floor 10 of the building.
- the vertical plane, of trace 11 and which passes through the longitudinal axes of the uprights 5, constitutes a plane of symmetry of the building.
- These uprights 5 support a fixed ridge piece 12 whose two rectangular slopes 13 are equal and constitute the upper part of the side facades 6 and 7.
- Each of these latter facades is formed by two movable rectangular panels 14 and 15.
- the panel 14, the closer to the ridge piece 12, is articulated on the latter, at 16, around a horizontal axis and the dimension of its short sides is less than the height of the uprights 5.
- the other panel 15 is articulated, in 17, around a horizontal axis, at the top of the pillars 3 of the chassis 1, the dimension of the short sides of this panel 15 is greater than the height of the pillars 3.
- the length of the ridge piece 12 as well as the dimension of the long sides of these two panels 14 and 15 are equal to the length of one of the long sides of the frame 1.
- a third panel 19 intended to support a part of the floor of the ground floor and whose large opposite side at the joint 18, which is of length equal to that of the long sides of the other panels 14 and 15, is juxtaposed, at 20, along the corresponding long side of the chassis 1.
- the joints 16 of the panels 14 are arranged so as to what, when the ridge piece 1 2 is moved along the arrow 21 by the rise of the decking 4 (see Figure 2), these panels 14 can be folded freely against the aforementioned uprights 5, on either side of the latter.
- the joints 17 and 18 are arranged in such a way that the internal face of the third panel 19 folds down, along arrow 22, on the internal face of the panel 15 articulated at 17 at the top of the abovementioned pillars 3.
- These two panels 15 and 19, when folded over one another, can then be folded against the pillars 3 fixed to the frame 1, according to arrow 23, on either side of the latter.
- the front and rear facades 6 and 7 of the building are each made up, as shown in the Figure 4, by two groups of movable panels separated from each other at the level of the deck 4 in the position it occupies when the building is deployed.
- the first group of panels constituting one of these facades 6 and 7, at the ground floor level comprises two equal rectangular panels 24 and two equal panels 25, in the shape of a rectangular trapezoid, articulated in pairs, at 26 and around a vertical axis, on the corresponding pillars 3 fixed to the chassis 1. These articulations 26 are arranged, as shown more particularly in FIG.
- the second group the panels constituting one of said facades 6 and 7, at level 10, comprises two equal panels 27, in the shape of a right triangle, which are articulated along one of the sides of the right angle and around a vertical axis, at 28, on one of the uprights 5 fixed to the decking 4. These articulations 28 are arranged so that the external faces of these last two panels 27 can be folded one over the other on both sides and d 'other of the vertical plane, trace 11, passing through the longitudinal axes of the uprights 5 and in the extension of the chassis.
- the decking 4 can be brought closer to the chassis 1, along arrow 29, to bring the building to the height of the road gauge, the folding of the movable panels 15 and 19 on the pillars 3 bringing the building to the width of said road gauge.
- the means 2 stabilizing the building are constituted, as shown in FIGS. 1 to 4, by four pivoting arms 30, articulated around a vertical axis 31 ′ on the chassis 1, which are either spaced from the chassis (FIG. 4) to stabilize the building in the deployed position, or placed in the overall dimensions of the chassis (see right part of Figure 1) when the building is at road gauge.
- These arms 30 rest, by means of boxes 31 which are advantageously removable and adjustable in height, on foundation studs 32.
- the building illustrated in Figures 6 to 11 it includes four facades 6,7,8 and 9, a ground floor and a floor 10 and it appears, when it occupies the second volume above (deployed building) in the form of a rectangular parallelepiped.
- These panels 33 are articulated, at 34 and around horizontal axes, on either side of the chassis 1 and along the long sides of the latter, so that their internal face can be folded down, as shown in Figures 9 and 11, on the corresponding pillars 3 fixed to the chassis 1.
- the above-mentioned decking 4 whose surface is substantially equal to that of the chassis 1 and which is intended to support the middle part of the floor of the floor 10, is associated with two mobile panels 35, rectangular and equal, intended to support the other two parts of the floor of the floor and substantially the same area as the two panels 33 articulated to the frame.
- These panels 35 are articulated, at 36 and around horizontal axes, on elements 37 fixed to the corresponding tops of the pillars 3, themselves fixed to the frame 1.
- the articulations of these last two panels 35 are arranged so that their lower face can be folded down, as shown in Figures 9 and 11, on the outer face of the corresponding panel 33 hinged to the frame 1, when the latter panel 33 has been folded down on the corresponding pillars 3.
- the roof of the building which is located in the upper base of the rectangular parallelepiped, is flat and consists, on the one hand, of a fixed median panel 38, rectangular and assembled at the top of the aforementioned uprights 5 which are telescopic and fixed to the decking 4, the area of which is less than that of the latter and on the other hand, by two rectangular mobile panels 39 which are equal and articulated, at 40 and around horizontal axes, along the long sides of the fixed panel 38.
- the lateral facades 8 and 9 of the building coincide with two opposite lateral faces of the parallelepiped, parallel to the long sides of the frame, and each consist of two mobile panels 40 and 4I which are rectangular and substantially equal, whose area is at most equal to that of the two movable panels 39 of the roof; a first panel 40 hinged, about a horizontal axis and at 42, along the free edge of the movable panel 39 hinged to the fixed panel 38 and which is parallel to this latter hinge 40 and a second panel 41 hinged, at 43 and around a horizontal axis, along the free edge of the first movable panel 40 and which is parallel to the articulation 42 of the latter on the movable panel 39.
- the front and rear facades 6 and 7 of the latter which are perpendicular to this plane of symmetry, are each formed by two groups of rectangular and movable panels separated from each other at the aforementioned decking 4 in the position that it occupies when the building is deployed.
- the first group of panels constituting one of these facades 6, 7 at the ground floor level comprises four rectangular panels 44 and 45 equal two by two and articulated two by two, at 46 and around a vertical axis, on the corresponding pillars 3 fixed to the frame 1.
- the dimension of the two panels 44 and 45, fixed to the same pillar 3, taken perpendicular to the plane of trace symmetry 11, corresponds respectively to half of one of the short sides of the chassis 1 and to one of the short sides of the movable panel 33 articulated along one of the long sides of the chassis.
- the articulations 46 of this first group of panels 44 and 45 are arranged, as shown in FIG. 11, so that the external faces of the panels 44 and 45 articulated on a pillar 3 can be folded one over the other in the extension of the corresponding large side of the chassis 1.
- the second group of panels constituting one of said facades 6, 7 at the level of stage 10, comprises two equal rectangular panels 47 articulated, at 48 and around a vertical axis, on the upright 5 corresponding fixed to the decking 4. These articulations 48 are arranged, as shown in FIG. 11, so that the external faces of these two panels 47 can be folded down one on the other, parallel to the plane of symmetry of trace 11 and in the extension of the chassis 1.
- the decking 4 can be brought closer to said chassis, along arrow 49, to bring the building up to the road gauge, the folding of the movable panels 33 and 35 on the pillars 3 bringing the building at the width of said road gauge.
- the fixed panel 38 is moved, by virtue of the telescopic structure of the uprights 5, vertically and upwards, according to arrow 50 (see FIG. 9).
- the building according to the invention advantageously comprises means 51 which are arranged to allow it to pivot around a vertical axis 52 passing through the point of intersection of the diagonals of the rectangle delimiting the upper face of frame 1 and this, to allow the orientation of the building according to the position of the sun.
- These means 51 advantageously comprise a ball or roller crown 53 whose axis coincides with the vertical axis 52 and which is associated with the frame 1 and supported by the latter, a platform 54 (FIG. 6) parallel to the frame, likewise shape and same area as those of said chassis, is associated with the ball crown 53 and supported by it, the abovementioned pillars 3 being fixed to said decking 54.
- Said means 51 also comprise a circular rail 55, coaxial with the crown to balls 53 and produced in several sections, which is fixed to the above-mentioned decking 54 and to the movable panels 33 intended to support the floor of the ground floor of the building.
- Rollers 56 carried by the pivoting arms 30 of the aforementioned means 2 intended to ensure the stability of the building, are provided and arranged to be able to cooperate with said rail 55 in order to contribute to the stability of the building.
- Means, such as brake motor 57, with manual control or automatic depending on the position of the sun, are also provided to rotate the building around the vertical axis 52.
- FIGS. 12 to 15 which comprises, like the buildings described above, a ground floor and a floor 10, presents itself, when it occupies its deployed position corresponding to the second aforementioned second volume, in the form a straight prism with octagonal bases.
- Frame 1 which supports part of the ground floor floor, occupies the middle part of the lower base of the prism between two opposite sides of the octagon.
- This base also comprises two mobile panels 58, equal and in the form of an isosceles trapezoid which are intended to support the two other parts of the floor of the ground floor and which are articulated, along their large base, on either side.
- the above-mentioned decking 4 of which the surface is substantially equal to that of the chassis 1 and which is intended to support the middle part of the floor the stage 10, is associated with two movable panels 60, equal and in the form of an isosceles trapezium whose surface is substantially equal to that movable panels 58 articulated to the frame 1, which are intended to support the two other parts of the floor of the floor and which are articulated, at 61 and around horizontal axes, to elements 62 fixed to the vertices corr of the pillars 3 fixed to the frame.
- the joints 61 of these two movable panels 60 are arranged, as shown in Figure 13, so that their lower face can be folded down on the outer face of the corresponding panel 58 articulated to the frame, when this panel 58 has been folded down on the corresponding pillars 3.
- the roof of the building located in the upper base of the prism, is flat and consists, on the one hand, of a fixed central panel 63, which is rectangular and assembled at the top of the above-mentioned uprights 5, which are fixed to the decking 4 and telescopic, and whose area is less than that of this decking 4 and, on the other hand, by two equal mobile panels 64 which are articulated, at 65 and around horizontal axes, on either side of the fixed panel 63 and along the long sides of the latter.
- each of these two movable panels 64 comprises, in addition to the side along which the panel is articulated, at 65, a fixed panel 63 and the length of which is equal to the length of the long sides of said fixed panel, three sides of the octagon and two sides 66, contiguous to the side along which the movable panel 64 is articulated to the fixed panel 63, the length of which is substantially equal to half of one side of the octagon reduced by half of one of the small sides of the fixed panel 63.
- the eight facades of the building coincide with the lateral faces of the prism and are formed by two similar groups 67 of mobile rectangular panels located on either side of the vertical plane, of trace 11, passing through the longitudinal axes uprights 5 fixed on the aforementioned decking 4 and which constitutes a plane of symmetry of the building.
- Each of these groups 67 of panels is also subdivided into two series 68 and 69 of panels superimposed (see Figures 12 and 14).
- Each of the groups of panels 67 comprises on either side of the movable rectangular panel 70, which is parallel to the plane of symmetry the trace 11 and which is articulated, at 71 and around a horizontal axis, along the corresponding free edge of the movable panel 64 forming a part of the roof of the building, two movable rectangular panels 72 and 73, a first panel 72 whose area is substantially equal to that of one of the side faces of the prism and a second panel 73 whose area is substantially equal to half the area of a side face of the prism taken parallel to the edges of the latter.
- These panels 70, 72 and 73 are hinged together, at 74 and around vertical axes (see FIG. 14), so that the panels of each group 67 can be placed in the extension of one another.
- the fixed panel 63 and the movable roof panels 64 as well as the panels of the two groups 67 of panels forming the above-mentioned facades and joints 65, 71 and 75 are arranged so that the series 68 and 69 of panels of the same group and the corresponding roof panel 64 can be folded in accordion to finally be folded against the uprights 5 fixed to the above-mentioned decking 4, on either side of these uprights.
- the building according to the invention and which is illustrated in Figures 16 to 27 is of the same type as the building shown in Figures 6 to 11 but has two floors 10 and 78. It appears, when deployed and when it occupies the second volume mentioned above, in the form of a rectangular parallelepiped.
- a second deck 77 whose surface is substantially equal to that of the deck 4 and which is intended to support the middle part of the floor of the second floor, is arranged between the four sections 76 to be guided on the latter so as to be able to be moved , parallel to itself, in a direction parallel to the longitudinal axes of these profiles, between two extreme positions.
- a first position which corresponds to the first volume mentioned above, that is to say the road gauge, in which the second deck 77 is located near the deck 4 and a second position, which corresponds to the second volume above, that is that is to say a deployed building, in which said second deck 77 is located in the vicinity of the tops of the profiles 76 fixed to the deck 4 and in which the pillars fixed to the frame slide.
- Two telescopic vertical uprights 5 are fixed to the second deck 77 so that their longitudinal axis is substantially located in the vertical plane of symmetry of the building, of trace 11, which passes through the point of intersection of the diagonals of the rectangle delimiting the upper face of the frame 1 and which is parallel to the long sides of this rectangle.
- the roof of the building which is located in the upper base of the rectangular parallelepiped, is flat and consists, on the one hand, of a fixed central panel 79, which is rectangular and assembled at the top of the uprights 5 fixed to the second deck 77 and whose area is less than that of the latter and, on the other hand, by two mobile rectangular panels 80 which are equal and articulated, at 81 and around horizontal axes, along the long sides of the fixed panel 79.
- the second deck 77 which supports the middle part of the floor of the second floor 78, is associated with two mobile panels, rectangular and equal 86, intended to support the two other parts of the floor of the second floor 78 and which are articulated, at 87 and on either side of the base of the uprights 5 fixed to the second deck 77, around horizontal axes, so that their upper face can be folded against the uprights 5 so that each of these panels 86 are located between said uprights 5 and the three corresponding panels 80, 82 and 83, which fold in accordion.
- the folding of the panels 80, 82, 83 and 86 takes place after the panel 79 has been raised by the telescopic uprights 5, according to arrow 88 (FIG. I7).
- the deck 4, which supports the middle part of the floor of the first floor I0, is associated with two groups 89 similar to three mobile panels 90, 9I and 92, rectangular and substantially equal.
- These groups 89 are arranged on either side of the long sides of said deck 4 and each comprise a first panel 90, articulated to the deck, at 93 and along one of the long sides thereof and around an axis horizontal, and intended to support part of the floor of the first stage I0, a second panel 91 articulated, at 94 and around a horizontal axis along the free edge of the panel 90 opposite the articulation of the latter to the deck 4 , intended to constitute the part of the facade 8,9 of the building corresponding to the ground floor and which coincides with the corresponding part of one of the opposite lateral faces of the parallelepiped which are parallel to the long sides of the frame 1 and a third panel 92 articulated, at 95 and around a horizontal axis along the free edge of the panel 9I opposite the articulation 94 thereof to the panel 90, intended to support part of the floor of the ground floor.
- the first group of panels constituting one of these facades 6,7, at the ground floor level, comprises four rectangular panels 96 and 97, equal two by two and articulated two by two, in 98 and around a vertical axis , on the corresponding pillars 3 fixed to the chassis 1, the dimension of the two panels fixed to the same pillar 3, taken perpendicular to the above-mentioned plane of symmetry of trace 11, corresponding respectively and substantially to half of one of the short sides of the chassis 1 ( panel 97) and to one of the short sides of the aforementioned panel 92 (panel 96).
- the joints 98 of this first group of panels 96 and 97 are arranged so that the external faces of the panels articulated on a pillar 3 can be folded back one on the other, as shown in FIGS.
- the second group of panels which constitutes one of the two facades 6 and 7 at the level of the first stage I0, comprises four rectangular panels 99 and 100, equal two by two and articulated two by two, around a vertical axis and in I0I, on the corresponding profiles 76 fixed to the above-mentioned decking 4.
- the dimension of the two panels 99 and I00, fixed to the same profile 76, taken perpendicular to the plane of symmetry of trace 11, corresponds respectively and substantially to half of one of the short sides of the deck 77 (panel 100) and to one of the small sides of the aforementioned panel 90 (panel 99).
- the joints 101 of this second group of panels 99 and I00 are arranged so that the external faces of the panels articulated on a profile 76 can be folded down one on the other substantially in the extension of the corresponding large side of the chassis 1.
- the third group of panels which constitutes one of said facades 6,7, at the level of the second stage 78, comprises two equal rectangular panels I02 articulated, around a vertical axis and in I03, on the corresponding uprights 5 fixed to the second decking 77. These joints I03 are arranged, as shown in FIG. 26, so that the external faces of these two panels I02 can be folded down one on the other, parallel to the plane of symmetry of trace 11 and in the extension of the chassis 1.
- the decking 77 can be brought, after folding the panels 86, 80, 82 and 83 against the uprights 5 and as shown in Figure 21, and, along arrow I04, near the deck 4, while the latter can, as shown in Figure 25 and after the panels 90, 9I and 92 have been folded against the profiles 76 ( Figure 24), be brought, according to arrow I05, near the frame 1, which places the building in the road gauge.
- the means arranged to facilitate the movements of the decking 4 in a direction parallel to the longitudinal axes of the pillars 3 fixed to the frame 1 and from there, the movements of all the panels mobile are advantageously constituted by mechanical cylinders with screw or fluid pressure associated either temporarily with the chassis 1 to rest on the latter and on the decking 4, or definitively inside the abovementioned pillars 3 so as to take support on chassis 1 and deck 4.
- the means arranged to facilitate the movements, in a vertical direction of the deck 4 and the movements of all the movable panels of the building are constituted, on the one hand, by mechanical screw or fluid pressure cylinders associated either temporarily with the chassis 1 to rest on the latter and on the decking 4, or definitively inside the abovementioned pillars 3 so as to bear on the chassis and the decking and, on the other hand, by cylinders associated temporarily or permanently with the telescopic uprights 5 fixed to the decking 4 and supporting the fixed roof panel 38.
- the means arranged to facilitate the movements of the plates 4 and 77, in a vertical direction, and the movements of all the movable panels of the building are constituted by a first set of screw or fluid pressure associated with the chassis 1 and the deck 4 supporting the profiles 76 sliding on the pillars 3 fixed to the chassis, so as to bear on the latter and the deck 4, by a second set of jacks associated with the deck 4 and the second deck 77 to which the telescopic uprights 5 are fixed supporting the fixed roof panel 79 in order to bear on these two decks 4 and 77 and by a third set of jacks which is associated with the telescopic uprights 5.
- the movable panels are advantageously provided, on their periphery, with seals not shown.
- the aforementioned means facilitating the movements of the decks and panels are arranged for, when the building passes from the second volume (deployed position) to the first volume (road gauge), to eliminate the pressure prevailing on the joints and to release the latter from their contact surfaces so as to avoid any damage to them during the movements of the mobile panels and for, when the building passes from its first to its second volume, compress the joints when the mobile panels occupy their position corresponding to the deployed building, to ensure sealing.
- the building according to the invention can also be advantageously equipped, in the workshop, in particular with an electrical installation, with water pipes. and gas, a heating installation, sewage pipes and means of treatment of the latter, as well as means of connection and connection of various household appliances and equipment.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Claims (12)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT89903068T ATE76464T1 (de) | 1988-03-14 | 1989-03-10 | Vorgefertigtes gebaeude. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE8800289A BE1001496A7 (fr) | 1988-03-14 | 1988-03-14 | Batiment prefabrique. |
BE8800289 | 1988-03-14 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0362323A1 EP0362323A1 (de) | 1990-04-11 |
EP0362323B1 true EP0362323B1 (de) | 1992-05-20 |
Family
ID=3883312
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19890903068 Expired - Lifetime EP0362323B1 (de) | 1988-03-14 | 1989-03-10 | Vorgefertigtes gebäude |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0362323B1 (de) |
AU (1) | AU619531B2 (de) |
BE (1) | BE1001496A7 (de) |
CA (1) | CA1308535C (de) |
WO (1) | WO1989008754A1 (de) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI20001357A0 (fi) * | 2000-06-07 | 2000-06-07 | Matti Olavi Maekilae | Monitoimirakennus |
EP1179644A1 (de) | 2000-08-11 | 2002-02-13 | Ted S.A. | Modulares, vorgefertigtes Gebäude, faltbar und transportierbar |
JP2014503726A (ja) * | 2011-01-26 | 2014-02-13 | ブルー ホームズ,インコーポレイテッド | 二面展開式(dual−sideunfoldable)建築物組立ユニット |
GB2505676B (en) * | 2012-09-06 | 2016-11-02 | Ten Fold Eng Ltd | Foldable building |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4064662A (en) * | 1976-09-29 | 1977-12-27 | Toole John M O | Collapsible tetrahedral structure |
DE2655677C3 (de) * | 1976-12-08 | 1979-12-20 | Klemens Dipl.-Ing. 3470 Hoexter Sauer | Bausatz für ein transportables Fertighaus, insbesondere Wohnhaus |
GB2031045B (en) * | 1978-08-31 | 1983-05-18 | Cuthbert J | Folding cabins |
CA1204911A (en) * | 1983-09-02 | 1986-05-27 | Romeo Julien, Jr. | Folding house |
FR2557620B1 (fr) * | 1983-12-30 | 1989-03-31 | Lepoittevin Yves | Maison pliante transportable sous forme de conteneur empilable |
-
1988
- 1988-03-14 BE BE8800289A patent/BE1001496A7/fr not_active IP Right Cessation
-
1989
- 1989-03-10 AU AU32026/89A patent/AU619531B2/en not_active Ceased
- 1989-03-10 WO PCT/BE1989/000010 patent/WO1989008754A1/fr active IP Right Grant
- 1989-03-10 EP EP19890903068 patent/EP0362323B1/de not_active Expired - Lifetime
- 1989-03-13 CA CA 593487 patent/CA1308535C/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
AU619531B2 (en) | 1992-01-30 |
EP0362323A1 (de) | 1990-04-11 |
CA1308535C (en) | 1992-10-13 |
BE1001496A7 (fr) | 1989-11-14 |
WO1989008754A1 (fr) | 1989-09-21 |
AU3202689A (en) | 1989-10-05 |
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