WO1983000714A1 - Elements de parois portants et constructions comprenant de tels elements - Google Patents

Elements de parois portants et constructions comprenant de tels elements Download PDF

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Publication number
WO1983000714A1
WO1983000714A1 PCT/DE1979/000153 DE7900153W WO8300714A1 WO 1983000714 A1 WO1983000714 A1 WO 1983000714A1 DE 7900153 W DE7900153 W DE 7900153W WO 8300714 A1 WO8300714 A1 WO 8300714A1
Authority
WO
WIPO (PCT)
Prior art keywords
supports
wall elements
building according
cells
roof
Prior art date
Application number
PCT/DE1979/000153
Other languages
German (de)
English (en)
Inventor
Ina Karin Field
Original Assignee
Field, Lloyd, E.
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE19792900172 external-priority patent/DE2900172A1/de
Priority claimed from DE19792900171 external-priority patent/DE2900171A1/de
Application filed by Field, Lloyd, E. filed Critical Field, Lloyd, E.
Publication of WO1983000714A1 publication Critical patent/WO1983000714A1/fr

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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007—Base structures; Cellars
    • 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
    • E04B1/348—Structures 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
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor
    • 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
    • E04B1/348—Structures 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
    • E04B2001/34876—Structures 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 with a sloping or barrel roof
    • E04B2001/34884—Structures 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 with a sloping or barrel roof creating a living space between several units
    • 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
    • E04B1/348—Structures 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
    • E04B2001/34892—Means allowing access to the units, e.g. stairs or cantilevered gangways

Definitions

  • the invention relates to load-bearing wall elements with a supporting frame for buildings and a building containing such load-bearing wall elements.
  • Wall elements are known which, as such, are attached to base parts which are firmly connected to the building construction.
  • the connection of wall elements in multi-storey construction is not provided.
  • Such a construction is also known per se; However, an additional vertical scaffold is required for the changing elements.
  • the invention has for its object to create supporting Wandele elements and these containing buildings that are very simple in design and manufacture.
  • the object is achieved by at least two supports in the wall elements, the fastening means at the upper and lower ends, in particular screw connections or plug-in connections, for foundations, corresponding supports above or below other wall elements or roof or reinforcement structures.
  • the wall elements can be connected to the foundations or the roof structure in the simplest way, and also to other elements in the case of a multi-storey construction. Additional scaffolding parts are not required.
  • the invention is further characterized in that two supports provided with fasteners form the vertical frame parts of the wall element, which are connected to horizontal frame parts or horizontal and oblique struts consisting of bent iron parts and, in particular by means of clamps, can be connected to corresponding supports of adjacent wall elements .
  • a load-bearing wall elements according to the invention containing Ge advantageously has at least two opposing load-bearing wall elements, which are arranged with the fastening means at the lower end of their supports with in two rows.
  • the supports of the wall elements ice can be formed on both sides of open tubes and optionally provided in the putty with a beaded connecting pieces for insertion into the open tube ends of the supports or the foundations.
  • Multi-storey buildings in particular can be characterized according to the invention by two further rows of fastening elements on corresponding foundations at a distance of about 6 m from each other and about 3 m from each of the first two rows of fasteners on the foundations with which the fasteners of the supports are connected by further load-bearing wall elements or of supports, which are preferably 3 m long support the central beam.
  • the result is a building with a very large, 6m wide interior, which can be divided as desired, and 3m wide rooms on the side, whereby if supports are used for 3m long beams, the total space is even 12m wide and only on the side Consoles are attached.
  • a stiffening structure preferably in the form of a trapezoidal sheet
  • This ensures great stability and enables a simple roof construction, possibly also a flat roof.
  • the trapezoidal sheet advantageously spans fields of 3 m, 6 m and 3 m in one piece between the wall elements or the supports.
  • the studs can be designed as tubes which have a diameter of approximately 6 cm for a single-storey building at a distance of 1 m and a diameter of approximately 8 to 10 cm and for buildings up to 6 storeys at a distance of 1 m have a diameter of 10 to 15 cm at a distance of 3 m.
  • the invention is further characterized by non-load-bearing wall elements arranged perpendicular to the load-bearing elements, in which the supports are replaced by vertical frame parts. Both the load-bearing and the non-load-bearing wall elements can then be manufactured in practically the same way and there are very few types, e.g. B. with a window, with a door and the like. Required. It is particularly advantageous that, according to the invention, all wall elements with a width of approximately 3 m and a height of approximately 2.40 m can be produced, so that there is the possibility of transporting them in normal trucks without special transport vehicles required are.
  • Mach another feature of the invention form two load-bearing and two non-load-bearing wall elements four load-bearing cells arranged on the corners of the building, which can be prefabricated as such or assembled at the construction site.
  • At least partially load-bearing room cells arranged between the corner cells can be provided, as well as wall elements arranged between the room cells or, instead of the wall elements arranged on the inside, supports at the level of the upper edge of the room cell walls facing inwards.
  • the spatial cells have an approximately square shape
  • the edge length of the room cell walls and the wall elements advantageously being a maximum of 3 m, and the height being approximately 2.40 m.
  • Space cells of this size or wall elements for their manufacture can be transported on normal trucks, so that no special vehicles are required for the transport from the manufacturing site to the construction site.
  • the formation of square space cells has the additional advantage that the same chen wall elements can be used for their manufacture, as they are also provided for addition between the room cells.
  • the inward walls of the room cells can be formed as water walls. This has the advantage that the room cell can then be designed as a sanitary cell, for example, while the fittings required for a kitchen can be attached to the outer wall. Such wet rooms can also be conveniently prefabricated and transported.
  • the roof construction can be arbitrary in itself.
  • a known roof construction can therefore be used, which rests on four or more room cells.
  • a known roof construction can also be used, in which a horizontal leg of the roof truss rests on the room cells, while a leg running at an obtuse angle covers the interior space between the room cells and a rafter arranged above connects the two outer ends of the legs to one another.
  • roof racks are also very easy to manufacture and easy to transport.
  • Roof racks are preferably attached to the upper edge of the inwardly facing, opposite room cell walls or to associated constructions which run at the same height, it being advantageous for the roof racks to be provided with pegs which fit into the open tube ends of the associated supports of the wall elements.
  • the roof racks can have a length of about 6 m.
  • Such roof racks are easy to transport on the one hand and on the other hand allow the formation of a large room between the room cells or by appropriately dividing several rooms.
  • the constructions connected to the room cells can consist of the wall elements or of the supports between adjacent room cells at the height of the upper edge of the room cell walls facing inwards.
  • the roof racks can be covered with roof panels that partially overlap the partial roofs.
  • the roof covering can be made in the simplest way.
  • the roof supports are arranged at intervals of approximately 1 m each. The beams can then be carried out very easily and simply and there are no static problems.
  • the connection of neighboring Wandele elements can also be done very simply by means of clips attached to the outer supports.
  • the outer supports of the corresponding wall element and the outer supports of the two adjacent wall elements to themselves Each facing side must be provided with an elastic contact adhesive before attaching the clamps. You can save the attachment of a support under the corresponding wall element.
  • load-bearing spatial cells are arranged at intervals of at most approximately 24 m in the direction of the ridge. This results in great variation possibilities for the division of the space between the caum cells.
  • the foundations can be of any design. According to the invention, they have fastening devices for supporting the wall elements. These can advantageously be designed as insertion openings, in particular in the form of pipe ends for the connection: pieces with the supports. According to the invention, pile foundations can be arranged particularly easily under the supports. Very easy to manufacture, but especially under the walls arranged parallel to the ridge, concrete foundations with fasteners for supports, which can be easily made so that a trench is created in the ground, which is poured with concrete and into which the fasteners then be introduced.
  • An earthquake-proof building can be characterized according to the invention by a rigid frame made of four beams with fasteners for the supports, which are attached under the walls parallel to the ridge, as well as connecting cross beams, the frame being connected to the foundation by at least four prestressed springs is. The entire construction can then follow vibrations without damage.
  • the cladding of the building or the wall elements according to the invention can be done in any way. However, it is particularly advantageous to movably connect the supports, frame parts and struts of the wall elements of the outer and inner cladding. This can be done according to the invention in that the outer and inner panels are suspended by means of hooks on the horizontal frame. The hooks can also be used to attach scaffolding parts before hanging the cladding, so that the installation of a separate scaffolding can be saved when erecting the building. The same hooks can also be used to fasten lines, fittings and the like in the wall elements. It is particularly advantageous to connect the outer and inner cladding to one another via a web leading through the insulation. The paneling is then only connected to the frame parts via the insulation.
  • the insulation acts in this way as a shock absorber between the inner and outer cladding and the structure formed from the wall elements.
  • This forms a self-supporting, stable and elastic structure (monocoque) consisting of elements that are easy to assemble and handle, which, together with the non-rigid attachment of the cladding, offers extraordinarily great advantages in the event of effects from earthquakes, wind, water-borne building ground and the like.
  • Fig. 1 is a perspective view of a basic shape of a building according to the invention.
  • Fig. 2 shows an embodiment of a roof rack for da building according to the invention.
  • Fig. 3 shows examples of wall elements for the building according to the invention.
  • Fig. 4 shows another example of a wall element for the building according to the invention.
  • Fig. 5 shows schematically fasteners for the supports, foundations and roof structure in the form of plug-in connections.
  • Fig. 6. is a section through part of a wall element and shows an embodiment of the fastening of the fertilizer.
  • Fig. 7 is a section corresponding to Fig. 6, showing another embodiment for the attachment of the panel.
  • FIG. 8 is a perspective of a partially demolished building in accordance with the invention.
  • Fig. 9 is a plan of a floor of the building according to the invention.
  • Fig. 10 is a perspective view of a foundation frame for the building according to the invention.
  • room cells 1 to 4 are arranged a. ⁇ the corners of the building
  • the carriers 15 to 18 can be reinforced in any known manner.
  • the carrier shown in the form of a isosceles triangles also use the Trä ger 19 shown in Fig. 2, which can be assembled at the construction site and consequently have a shorter length during transport. Even shorter carrier lengths result if the supporting cells with walls, e.g. B. 20.27, made perpendicular to the ridge v / earth, the upper edge of which is chamfered and in the angle of the inclination of the roof to be manufactured.
  • a partial roof 22, 23 is already attached to these cells in the factory.
  • the corresponding walls, e.g. B. 24, 25, of cells 26, 27 which form a floor below it, are rectangular or square.
  • the length and width of these cells are each about 3 m, the height about 2.30 m.
  • room cells 28, 29 which are not arranged at the corners and to wall elements which have outer partition walls, e.g. B. 30, 31, inner partitions, e.g.
  • the spatial cells of the upper floor have fastenings for roof rack 37, which are covered with plates 38,39, which overlap the partial roofs 22, 23 somewhat.
  • roof panels 40, 41 are overlapped, which are arranged between the room cells and the associated wall elements.
  • supports 42 which are attached between the room cells or the room cells and a wall element 35 forming an inner partition wall, can also be used.
  • Fig. 2 shows that the room cells and the partition walls can be produced with a small number of wall elements.
  • the wall elements 43 serve to cover the end face of the
  • Doors 44 shown in dashed lines can be provided in these wall elements.
  • the wall elements 45, 46 can for the walls, for. B. 20, 21, can be provided on the upper floor.
  • the wall elements 47 to 49 can be used for walls perpendicular to the ridge, such as. B. 24, 25, 35.
  • the load-bearing wall elements 50, 51 form the outer and inner walls arranged parallel to the ridge of the roof.
  • All wall elements are provided with doors, windows and struts in the same way, so that they can be manufactured very easily in series production.
  • the load-bearing wall elements 50 and 51 also have supports at a distance of 1 m, for. B. 52, 53, 54, 55, which have fasteners 56 to 63 at their upper and lower ends, the elements each with corresponding fasteners on the wall elements, the foundations or a roof or stiffening structure can be connected.
  • the supports can be kept so small even in multi-storey buildings that the wall elements do not become too thick after cladding by inner and outer panels and the installation of the required insulation.
  • Fig. 4 shows a Wandeleraent 90 with supports 91 to 94 and a window 98, in which a reinforcement by bent iron bars, for. B. 140, 141 is provided.
  • the welding of such iron bars to the supports 91 to 94 is very simple and cheap.
  • Fig. 4 also shows the connection of the supports 92 and 114 of two adjacent wall elements by means of clamps 87 to 89. This Connection is very easy to establish.
  • the doubling of the supports on the outer sides of the wall elements has the advantage that reinforcement takes place and the supports as such can be thinner than if only one support were present.
  • all wall elements can be produced in the same way.
  • fastening elements z. B. 70 to 73, provided for the fasteners 60 to 63 of the supports 52 to 55 of the wall element 50.
  • corresponding fasteners are provided on the foundations.
  • the foundations 66 to 69 can be made in a very simple manner by digging a trench in the direction of the walls parallel to the ridge. This trench is filled with concrete and the screw connections, e.g. B. 70 to 73, introduced for the supports.
  • the wall elements can then be put on and fastened to the screw connections with their supports. Accordingly, the supports of the parts forming the upper floor can be fastened to the screw connections of the supports of the parts of the lower floor.
  • Fig. 5 shows a plug-in connection for fastening the supports 110, 111 to the foundations of the roof structure 37.
  • An elongated pin 95 is provided on the roof structure, which can be inserted into the support 111 formed from a tube.
  • a connector 96 with a bead is provided on the roof structure, which can be inserted into the support 111 formed from a tube.
  • FIG. 9 shows a frame 100 for earthquake-proof buildings which is welded together in a simple manner from six U-beams.
  • This frame is mounted on eight spring foundations 101 to 108 and has in the simplest case 10 fastening devices, eg. 3. 126, for the supports on the wall elements correspond to FIG. 3 if a total length of the building of 9 m is provided.
  • Trapezoidal sheets arranged for reinforcement between the storeys are schematically indicated in FIG. 8 by the boundary lines 74, 75.
  • the outer and inner cladding can be done in very different ways.
  • plates 123 and 124 are attached to the wall elements on the outside and inside, which can serve as a base for further cladding or for plaster layers.
  • the plates then also hold insulations 126, 127 which can be applied to the structural parts of the wall elements from both sides.
  • the insulation not only offers sound and heat insulation, but also fire protection for the steel pipes of the wall elements.
  • eyelets 133 and 132 are attached to the linings 123 and 124, these can be hooked into hooks 134, 135, which in turn are hooked into horizontal frame parts 121, 122.
  • the cladding is then movably arranged in relation to the frame construction of the wall elements, but is naturally held in place by the insulation.
  • Corresponding hooks 134, 135 can be used to hang pipes, fittings, lines and the like in the wall elements.
  • the suspension is flexible and the risk of damage is considerably reduced
  • the hooks 134, 135 can also be used to mount running boards during the assembly of the wall elements. It is then not necessary to set up a special scaffold. If one in the upper opening of a support, e.g. B. 111, a winch that is similar to the roof structure 37 is provided with a pin 95, so can also in a very simple manner
  • Mounting wall elements can be moved.
  • the outer lining 123 and the inner lining 124 are connected to one another via a web 128.
  • the web can be threaded and held on the outside with a nut 130.
  • he can wear a wooden strip 129, to which you can then conveniently nail the inner lining 124.
  • the floor plan of the building according to the invention can be varied widely.
  • the room cells 26, 27, 76, 77 arranged at the corners each form sleeping cells in which two beds 78, 79 and two cupboards 80, 81 can be comfortably accommodated in the chosen base area of 3 ⁇ 3 m can.
  • the room cell 28 is designed as a staircase, while the room cell 29 forms a kitchen 95 '.
  • Wall elements 43 with entrance doors 44 on the end walls form a large living space, in the present case a wall 83 dividing this space so that two complete apartments are created.
  • the room cell wall elements 84 to 39 are designed as Wasser despre de, so that kitchens 29 and 90 'and bathrooms 91' and 92 'can be formed by corresponding partition walls, niche that are not completely separated from the central area, can be formed by transverse walls 35 and 93 and beams 42 are formed.
  • the wall elements for room cells and partitions can be produced in a simple manner by first producing a frame, for example from the outer supports and horizontal struts. In this frame, further horizontal and diagonal braces or braces made of bent iron bars can be attached.
  • Cross braces and supports can then be welded on at right angles, and so on, until the truss is made for all four walls of the room cell.
  • the fittings for the water wall can then be inserted and the electrical wiring carried out.
  • Cladding panels can then be attached inside and out.
  • the production of the room cells as well as the wall elements can be carried out in a very simple manner on lifting platforms, whereby small workshops equipped with an overhead crane can find use.
  • the production can be carried out by unskilled personnel, especially in developing countries.
  • buildings of the invention can also be used as workshops.
  • the initial equipment can also be brought in from remote manufacturing facilities because the individual parts can be transported on conventional motor vehicles.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Un élément de paroi portant (50, 90) pour un édifice comprend une structure avec au moins deux supports verticaux (52-55, 91-94), de préférence des cubes, ayant aux extrémités supérieure et inférieure des moyens de fixation (56-59, 60-63, 95-97) pour la connexion, p.ex. une connexion par vissage ou une connexion par emboitement, avec une fondation, un élément de paroi d'adjonction ou un élément de toiture ou de renforcement. Un édifice comprend au moins deux de ces éléments portants (50), opposés l'un à l'autre, mais de préférence à chacun des quatre coins l'édifice comprend une cellule d'espace portante (1, 2, 3, 4) formée par deux éléments portants et par deux éléments de paroi non portants dont les moyens de fixation sont reliés à la fondation, respectivement aux poutres de la toiture.
PCT/DE1979/000153 1979-01-03 1979-12-20 Elements de parois portants et constructions comprenant de tels elements WO1983000714A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19792900172 DE2900172A1 (de) 1979-01-03 1979-01-03 Gebaeude
DE19792900171 DE2900171A1 (de) 1979-01-03 1979-01-03 Tragende wandelemente fuer gebaeude und diese enthaltendes gebaeude
DEP2900171.6 1979-01-03
DEP2900172.7790103 1979-01-03

Publications (1)

Publication Number Publication Date
WO1983000714A1 true WO1983000714A1 (fr) 1983-03-03

Family

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Application Number Title Priority Date Filing Date
PCT/DE1979/000153 WO1983000714A1 (fr) 1979-01-03 1979-12-20 Elements de parois portants et constructions comprenant de tels elements

Country Status (8)

Country Link
EP (1) EP0034185B1 (fr)
AR (1) AR228247A1 (fr)
AU (1) AU540232B2 (fr)
IN (1) IN152986B (fr)
IT (1) IT1153751B (fr)
MX (1) MX150066A (fr)
PT (1) PT70641A (fr)
WO (1) WO1983000714A1 (fr)

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GB9126460D0 (en) * 1991-12-13 1992-02-12 Portakabin Ltd Portable building unit
GB0324363D0 (en) 2003-10-17 2003-11-19 Verbus Ltd Building modules
IT1397148B1 (it) * 2009-05-12 2013-01-04 Levi D Ancona Casamento prefabbricato ecologico e suo metodo di prefabbricazione

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PT70641A (de) 1980-01-01
IT1153751B (it) 1987-01-21
EP0034185A1 (fr) 1981-08-26
IN152986B (fr) 1984-05-19
AR228247A1 (es) 1983-02-15
EP0034185A4 (fr) 1981-05-20
EP0034185B1 (fr) 1984-08-08
IT8009302A0 (it) 1980-01-03
AU5426780A (en) 1980-07-10
MX150066A (es) 1984-03-12
AU540232B2 (en) 1984-11-08

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