EP0362323A1 - Batiment prefabrique. - Google Patents
Batiment prefabrique.Info
- Publication number
- EP0362323A1 EP0362323A1 EP19890903068 EP89903068A EP0362323A1 EP 0362323 A1 EP0362323 A1 EP 0362323A1 EP 19890903068 EP19890903068 EP 19890903068 EP 89903068 A EP89903068 A EP 89903068A EP 0362323 A1 EP0362323 A1 EP 0362323A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- panels
- panel
- building
- fixed
- articulated
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—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
-
- 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 present invention relates to a prefabricated building, lain-foot or at least one storey, ou ⁇ vant be transported, in particular by road and consisting of elements assembled and articulated to each other so that the building can , by simply modifying the position of its constituent elements, occupy two extreme volumes, a first volume in which the dimensions outside LouL dudil. ..nti ⁇ iei.L are reduced to the loading gauge, in particular for road transport and a second volume corresponding to the deployed and habitable building.
- the object of the invention is 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, sheltered from inclement weather. Its location on the site, which consists only in modifying the position of '/ its constituent elements which have been placed for transporting the building to the site in their position which makes it possible to reduce the total volume of the building to the road gauge, requires practically no manpower, which does not have to be specialized, and can be carried out with very reduced equipment or 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 under housing conditions of this type. last and whose dimensions are smaller 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 * 1 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 relative 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 front and rear facades aforesaid, 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 al, passing through the longitudinal axes of the abovementioned uprights constituting a plane of symmetry of the building, these uprights supporting a fixed ridge
- the building comprises means arranged to allow it to "rotate around a vertical axis passing through 1 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
- 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 a (j 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 view, in plan and partially broken, of the building illustrated in Figures 1 to 4 when it is in 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 10 is a schematic view, in plan and with partial broken, corresponding to Figure 6 (building deployed).
- Figure 11 is a schematic view, in plan and with partial breaks, 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 the way the movable panels are presented when '.the building occupies its folded position to the road gauge.
- Figure 14 is a plan view corresponding to the fi-gure 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.
- Figure 26 is a plan view corresponding to Figure 25.
- FIG. 27 is a view, on a larger scale than that of FIG. 26, showing a detail of this FIG. 26.
- the same reference notations designate identical or analogous elements.
- 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 common means of transport.
- the building is made up of elements which are fully 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 the loading gauge for road transport and a second volume corresponding to the deployed and habitable building.
- said r building comprises a frame 1, rigid and indeformable, rectangular and horizontal, capable of supporting and / or regain the weight and all the building of stresses under living 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 cor ⁇ corresponding to the first aforementioned volume in which they are located inside an imaginary rectangular parallelepiped whose chassis 1 constitutes one of the bases and a second position corresponding to the aforementioned second volume and in which they are arranged projecting from said rectangular parallelepiped. Means, not shown.
- the building also comprises four vertical pillars 3, of lengths equal to and less than the corresponding dimension of the road gauge, which are situated and fixed to the corners of the chassis 1 as well as a rectangular, horizontal, rigid and indefinable platform, which is movable and arranged between the four pillars 3 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 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 above-mentioned 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 walls external and the roof of the latter, and which are arranged to, when the building occupies the first volume above, be housed, parallel to the long sides of the above rectangle, on the part and.
- '/ locking means are provided to immobilize the deck 4 supporting the uprights 5 and the various panels mobile, relative to each other, when the building occupies one or other of its extreme positions. Means, not shown, are also reviewed 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 the chassis 1.
- the latter which supports part of the ground floor, is 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 front facades and rear 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 fixed to the frame 1 are located inside the prism as well as the uprights fixed to the decking 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 rectangular sides 13 are equal and constitute the upper part of the lateral facades 6 and 7.
- Each of these latter facades is formed by two movable rectangular panels 14 and 15.
- the panel 14, the closest 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 part of the floor of the ground floor and whose large opposite side at the joint 18, which is equal in length to that of the long sides of the other panels 14 and 15, " - is juxtaposed, at 20, along the large t: corresponding side of the chassis 1.
- the joints 16 of the panels 14 are arranged in such a way that when the piece is done era 12 is moved along arrow 21 by the rise of the deck 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 so that the internal face of the third panel 19 folds down, along arrow 22, on the internal face of the panel 15 articulated in ⁇ 7 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 of panels constituting one of said facades 6 and 7, at the level of stage 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, of 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 Figures 1 to 4, by four pivoting arms 30, articulated around a vertical axis 31 'on the frame 1, which are either spaced from the frame ( Figure 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.
- FIG. 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 FIGS. 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 vertices of the pillars 3, themselves fixed to the frame 1.
- the articulations of these last two panels 35 are arranged so that their underside can be folded down, as shown in FIGS. 9 and 11, on the " " * external face of the corresponding panel 33 articulated to the chassis 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 planar and is constituted, on the one hand, by a fixed median panel 38, rectangular and assembled at the top of the above-mentioned 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 41 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 thereof 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 constituted ' ⁇ by two groups of rectangular and movable panels separated from each other at the level of the platform 4 mentioned above in the position it occupies when the building is deployed.
- the first group of panels constituting one of these facades 6, 7 at the level of the ground floor comprises four rectanular 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 over one another in the extension of the corresponding large side of the chassis 1.
- the second group of panels constituting one of said facades " 1, 6, 7 at level 10, comprises two equal rectangular panels 47 articulated, at 48 and around a vertical axis, on the corresponding amount 5 fixed to the decking 4.
- joints 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 frame 1.
- the deck 4 can be brought closer to the said frame, 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 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 chassis 1 and supported by the latter, a platform 54 (FIG.
- Said means 51 also include a circular rail 55, coaxial with the crown with balls 53 and produced in several sections, which is fixed to the aforementioned 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 storey 10, presents itself, when it occupies its deployed position corresponding to the 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 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 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 of the mobile 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 tops cor of pillars 3 attached to the chassis.
- the roof of the building located in the upper base of the prism, is planar 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 movable 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 includes; in addition to the side along which the panel is articulated, at 65, a fixed panel 63 and whose length 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 from 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 short 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 track 11, passing through the longitudinal axes of the uprights 5 fixed on the above-mentioned decking 4 and which constitutes a plan 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 of trace 11 and which is articulated, at 71 and around a horizontal axis, along the corresponding free edge of the movable panel 64 forming 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 about vertical axes (see Figure 14), d * e so that the panels of each group 67 can be placed in the extension of one of the 'other in a direction parallel to the above-mentioned plane of symmetry.
- These two series 68 and 69 of panels forming each group of panels 67 are obtained by subdividing the panels of this group substantially at the level of the decking 4 when the latter occupies its position corresponding to the aforesaid second volume (that is to say building deployed) and along a plane parallel to the bases of the prism.
- These two series of panels are articulated, along this plane, at 75 and around a horizontal axis (see FIGS.
- 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.
- the frame 1 which supports part of the floor of the ground floor, occupies all the middle puri ie of the lower base of the parallelepiped while the decking 4, whose surface is substantially equal to that of the frame 1 and which is intended to support the middle part of the first floor 10, supports four vertical profiles 76, of lengths equal to and less than the corresponding dimension of the aforementioned template, which are located and fixed to the corners of the decking 4 so that the pillars 3 above fixed to the frame can slide in said profiles 76 (see Figures 16 and 27) ', /, in a direction parallel to their longitudinal axis.
- 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 profiles 76 to be guided on the latter so as to be able to be removed. laced, 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 aforementioned volume, 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 aforementioned volume, that is to say ie 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 chassis 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 median panel 79, which is re ctangular and assembled at the top of the uprights 5 fixed to the second decking 77 and whose area is less than that of the latter and, on the other hand, by two rectangular mobile panels 80 which are equal and articulated, at 81 and around axes horizontal, 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 decking 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. 17).
- the deck 4, which supports the middle part of the first floor 10, is associated with two groups 89 similar to three mobile panels ⁇ 90, 91 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 10, 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 91 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 level of the ground floor, ⁇ includes four rec angular 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 articulations 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 down one on the other, as shown in FIGS. 26 and 27, substantially in the extension of the corresponding large side of the frame 1.
- the second group of panels which constitutes one of the two facades 6 and 7 at the level of the first stage TO, comprises four rectangular panels 99 and 100, equal two by two and articulated two by two, around a vertical axis and at 101, on the corresponding profiles 76 fixed to the above-mentioned decking 4.
- the dimension of the two panels 99 and 100, 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 100 are arranged so that the external faces of the panels articulated on a profile 76 can be folded over one another 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 102 articulated, around a vertical axis and at 103, on the corresponding uprights 5 fixed to the second decking 77. These joints 103 are arranged, as shown in FIG. 26, so that the external faces of these two panels 102 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 104, near the deck 4, while the latter can, as shown in Figure 25 and after the panels 90, 91 and 92 have been folded against the profiles 76 (FIG. 24), be brought, along arrow 105, near the chassis 1, which places the building in the road gauge.
- the means arranged to facilitate the movements of the deck 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 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 take support on the 1- - chassis 1 and the 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 * pillars 3 mentioned above so to be supported on the frame and the decking and, on the other hand, by jacks 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 screw jacks.
- 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 decking 77 to which the telescopic uprights 5 are fixed supporting the fixed roof panel 79 in order to bear on these two decking 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.
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- 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)
Abstract
Description
Claims
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 true EP0362323A1 (fr) | 1990-04-11 |
EP0362323B1 EP0362323B1 (fr) | 1992-05-20 |
Family
ID=3883312
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19890903068 Expired - Lifetime EP0362323B1 (fr) | 1988-03-14 | 1989-03-10 | Batiment prefabrique |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0362323B1 (fr) |
AU (1) | AU619531B2 (fr) |
BE (1) | BE1001496A7 (fr) |
CA (1) | CA1308535C (fr) |
WO (1) | WO1989008754A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1179644A1 (fr) | 2000-08-11 | 2002-02-13 | Ted S.A. | Bâtiment préfabrique, modulaire, pliant et transportable |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FI20001357A0 (fi) * | 2000-06-07 | 2000-06-07 | Matti Olavi Maekilae | Monitoimirakennus |
US8943759B2 (en) * | 2011-01-26 | 2015-02-03 | Blu Homes, Inc. | Dual-side unfoldable building modules |
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 (fr) * | 1983-09-02 | 1986-05-27 | Romeo Julien, Jr. | Maison pliante |
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 WO PCT/BE1989/000010 patent/WO1989008754A1/fr active IP Right Grant
- 1989-03-10 EP EP19890903068 patent/EP0362323B1/fr not_active Expired - Lifetime
- 1989-03-10 AU AU32026/89A patent/AU619531B2/en not_active Ceased
- 1989-03-13 CA CA 593487 patent/CA1308535C/fr not_active Expired
Non-Patent Citations (1)
Title |
---|
See references of WO8908754A1 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1179644A1 (fr) | 2000-08-11 | 2002-02-13 | Ted S.A. | Bâtiment préfabrique, modulaire, pliant et transportable |
Also Published As
Publication number | Publication date |
---|---|
WO1989008754A1 (fr) | 1989-09-21 |
AU619531B2 (en) | 1992-01-30 |
CA1308535C (fr) | 1992-10-13 |
BE1001496A7 (fr) | 1989-11-14 |
EP0362323B1 (fr) | 1992-05-20 |
AU3202689A (en) | 1989-10-05 |
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