EP0034185B1 - Tragende Wandelemente für Gebäude und Gebäude errichtet aus derartigen Wandelementen - Google Patents

Tragende Wandelemente für Gebäude und Gebäude errichtet aus derartigen Wandelementen Download PDF

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Publication number
EP0034185B1
EP0034185B1 EP80900089A EP80900089A EP0034185B1 EP 0034185 B1 EP0034185 B1 EP 0034185B1 EP 80900089 A EP80900089 A EP 80900089A EP 80900089 A EP80900089 A EP 80900089A EP 0034185 B1 EP0034185 B1 EP 0034185B1
Authority
EP
European Patent Office
Prior art keywords
wallboards
building according
roof
stanchions
girders
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
EP80900089A
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German (de)
English (en)
French (fr)
Other versions
EP0034185A4 (de
EP0034185A1 (de
Inventor
Lloyd E Field
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Field Ina Karin
Original Assignee
Field Ina Karin
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 DE19792900171 external-priority patent/DE2900171A1/de
Priority claimed from DE19792900172 external-priority patent/DE2900172A1/de
Application filed by Field Ina Karin filed Critical Field Ina Karin
Publication of EP0034185A4 publication Critical patent/EP0034185A4/de
Publication of EP0034185A1 publication Critical patent/EP0034185A1/de
Application granted granted Critical
Publication of EP0034185B1 publication Critical patent/EP0034185B1/de
Expired legal-status Critical Current

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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 a load-bearing wall element for buildings consisting of a four-column, floor-high frame stiffened by horizontal frame parts and oblique struts, and an outer and / or inner lining to be fastened to it.
  • load-bearing wall elements which have a frame of four supports each. These supports can be stiffened by horizontal frame parts and oblique struts and outer and / or inner linings can be attached to them.
  • the upright supports according to this known type are fastened to a common anchoring part or fastening part, by means of which they can be connected together with a foundation or a roof structure.
  • the upright supports are fastened to the common anchoring part or fastening part with a rigid fastening, for. B. by welded connections.
  • the known wall element is extremely rigid.
  • the invention has for its object to provide a load-bearing wall element for the construction of buildings and corresponding buildings from such load-bearing wall elements that are very simple in construction and manufacture, in which only a small number of slightly varying elements are required, and also for z.
  • each of the four supports has a plug-in connection for foundations, corresponding supports above or below wall elements or roof or reinforcement structures.
  • Windows or doors as well as neighboring wall elements are connected to the corresponding supports by means of clamps and the outer or inner cladding is hung on horizontal frame parts by means of hooks and connected by means of a web leading between them.
  • each of the four supports of the wall element is supported separately by its plug-in connection on the foundation or the wall elements arranged underneath, and on the other hand the windows or outer and inner claddings are movably fastened to the supports by clamps, hooks or webs, the supports can independently continue to perform their load-bearing function even in the event of vibrations or slight displacements of the surface, without the wall element as a whole thereby being affected.
  • the horizontal distance between the supports of the wall element is in each case approximately 1 m. This distance is sufficient for the attachment of windows and doors between the supports and, on the other hand, means that the supports can take large loads, but remain so small in profile that they can be accommodated comfortably in the wall element.
  • At least two such load-bearing wall elements are arranged opposite one another so that the lower side of the four supports with their plug-in connection with fastening means of foundations arranged in two independent rows and the upper side with their plug-in connection, optionally via the supports further load-bearing wall elements, is connected to a stiffening or roof structure.
  • both very small buildings and large multi-storey buildings can be produced with the load-bearing wall elements.
  • the foundations can be produced in a very simple form, because for the lower plug-in connections of the supports only fasteners or the like arranged in rows have to be provided.
  • These foundations can be produced in a very simple manner by digging a trench and filling it with concrete and placing fastening elements for the plug-in connections at a distance from the supports, preferably at a distance of 1 m.
  • the supports of the individual wall elements can be designed in a manner known per se from FR-A-1 491 339 as tubes which are open on both sides and, if appropriate, connecting pieces provided with a bulge in the middle can be provided 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 fasteners on corresponding foundations at a distance of about 6 m from each other and about 3 m each from the first two rows of fasteners on the foundations with which the fasteners of the supports from others load-bearing wall elements are connected or of supports, which preferably support 3 m long horizontal beams.
  • 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 supports 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 of up to six 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 perpendicular to the load-bearing, non-load-bearing wall 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 produced in practically the same way and there are very few types, e.g. B. with a window, with a door u. 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 the need for special transport vehicles .
  • two load-bearing and two non-load-bearing wall elements form four load-bearing space cells arranged on the corners of the building, which can be prefabricated as such or assembled only at the construction site.
  • the known buildings of this type formed from such room cells have the disadvantage that the prefabricated room cells and the other structural parts are very large and can only be transported from the production site to the construction site using special vehicles.
  • the manufacture of the room cells as well as the roof structure and the attachment of the roof structure is so complicated that they cannot be carried out by unskilled workers, particularly in developing countries.
  • 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 room cells have an approximately square base area, 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 room cells has the additional advantage that the same wall elements can be used for their production as are also provided to supplement the room cells.
  • the inward walls of the room cells can be designed as water walls.
  • 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 cells can also be conveniently prefabricated and transported.
  • the roof construction can be arbitrary in itself.
  • a known roof construction can be used, in which a horizontal leg of the roof truss rests on the room cells while one is blunt Legs running at an angle to it cover the interior between the room cells and a rafter arranged above connects the two outer ends of the legs to one another.
  • roof racks arranged at a distance, which are covered with roof panels, on the room cells or wall elements.
  • the individual and identical 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 pins 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. Roof racks of this type are, on the one hand, easy to transport and, on the other hand, allow the formation of a large room or, by appropriate division, several rooms between the room cells.
  • the constructions connected to the room cells can consist of the wall elements or of the beams between adjacent room cells at the level of the upper edge of the room cell walls facing inwards.
  • the roof racks can be covered with roof tiles that partially overlap the partial roofs. In this way, the roof covering can be made in the simplest way.
  • the roof racks 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.
  • connection of adjacent wall elements can also be made very simply by means of brackets attached to the outer supports.
  • brackets attached to the outer supports.
  • the outer supports of the corresponding wall element and the outer supports of the two adjacent wall elements on each facing sides with an elastic contact adhesive before attaching the clamps. You can save the attachment of a support under the corresponding wall elements.
  • load-bearing room cells are arranged at intervals of at most two 24 m in the direction of the roof ridge. This results in great variation options for the division of the space between the room cells.
  • the foundations can be designed in any way. According to the invention, they have fastening devices for the supports of the wall elements. These can advantageously be designed as insertion openings, in particular in the form of tube ends for the connecting pieces with the supports.
  • pile foundations can be arranged particularly easily under the supports. Very easy to manufacture but above all, under the walls arranged parallel to the roof ridge, arranged concrete foundations with fasteners for the supports, which can be easily manufactured in such a way that a trench is drawn in the ground, which is poured with concrete and into which Fasteners are then introduced.
  • An earthquake-proof building can be characterized according to the invention by a rigid frame made of four beams with fastening means for the supports, which are attached under the walls parallel to the roof ridge, and cross beams connecting them, the frame being connected to the foundation by at least four prestressed springs .
  • the entire construction can then follow vibrations without causing damage.
  • the cladding of the building or the wall elements according to the invention takes place in that the outer and inner cladding are suspended from the horizontal frame parts by means of hooks.
  • 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 attach lines, fittings and. Like. Serve in the wall elements.
  • the insulation acts as a shock absorber between the inner and outer cladding and the construction formed from the wall elements.
  • This forms a self-supporting, stable and elastic structure (monocoque) consisting of easy-to-assemble and handle elements, which, together with the non-rigid attachment of the cladding, offers extraordinarily great advantages in the event of effects from earthquakes, wind, water-containing building ground and the like. the like
  • room cells 1 to 4 are each arranged on the building corners (FIG. 1). At their corners they are on four foundations, e.g. B. 5 to 8, supported and carry on their wall elements, for. B. 9 to 14, formed side walls four roof racks 15 to 18th
  • the carriers 15 to 18 can be reinforced in any known manner.
  • the supports 19 shown in FIG. 2 can also be used, which can be assembled at the construction site and consequently have a shorter length during transport.
  • 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 is about 3 m each, the height is 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. B. 32,33 and 34, and transverse walls, for. B. 35, form.
  • the wall elements of the inner walls, e.g. B. 36, 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.
  • the attachment of such supports 42 can be avoided in multi-storey buildings by applying an elastic contact adhesive to the outer supports 91, 92 on the outer sides of the wall element, under which there is no intermediate wall; a corresponding layer is placed on the outer sides of the outer supports, e.g. B. 114, the adjacent wall elements. If the supports are then connected with clamps 87, 88, 89, the connection is so stable that support by a carrier is no longer required.
  • 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 clad the end face of the building of FIG. 8, where they are omitted for the sake of clarity. Doors 44 shown in dashed lines can be provided in these wall elements.
  • the wall elements 45, 46 can be used for the walls, e.g. 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, each of which can be connected to corresponding fasteners on the wall elements, the foundations or a roof or stiffening structure.
  • 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 wall element 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 produce.
  • the doubling of the supports on each Outside of the wall elements has the advantage that it is reinforced 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.
  • fasteners for. 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 produced 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. After the concrete has hardened, 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.
  • roof racks 37 can then be put on, these roof racks also being able to be arranged at a distance of 1 m each, so that each roof rack is supported by a support.
  • 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 connecting piece 96 with a bead 112 has a corresponding diameter, so that insertion into the upper opening of the support 110 and into the lower opening of the support 111 is possible.
  • Another connector 97 sits in the tube end 113 of a concrete pile foundation and can be inserted into the lower end of the support 110.
  • FIG. 9 shows a frame 100, welded together from six U-beams, for earthquake-proof buildings.
  • This frame is mounted on eight spring foundations 101 to 108 and has in the simplest case 10 fastening devices, z. B. 126, for the supports on the wall elements according to Fig. 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 expediently attached to the inside and outside of the wall panels, 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.
  • the eyelets 123 and 124 are fitted with eyelets 133 and 132, 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 of course is kept 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 during the assembly of the wall elements to hang up running boards. 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, which is similar to the roof structure 37 is provided with a pin 95, so wall elements can be moved in a very simple manner during assembly.
  • the outer cladding 123 and the inner cladding 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 carry a wooden strip 129, to which one 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 are 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 89 are designed as water walls, so that kitchens 29 and 90 'and bathrooms 91' and 92 'can be formed by corresponding partition walls, niches that are not completely by the Mit are separated, can be formed by transverse walls 35 and 93 and support 42.
  • 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 to this 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 be used.
  • 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)
EP80900089A 1979-01-03 1980-05-28 Tragende Wandelemente für Gebäude und Gebäude errichtet aus derartigen Wandelementen Expired EP0034185B1 (de)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19792900171 DE2900171A1 (de) 1979-01-03 1979-01-03 Tragende wandelemente fuer gebaeude und diese enthaltendes gebaeude
DE2900172 1979-01-03
DE19792900172 DE2900172A1 (de) 1979-01-03 1979-01-03 Gebaeude
DE2900171 1979-01-03

Publications (3)

Publication Number Publication Date
EP0034185A4 EP0034185A4 (de) 1981-05-20
EP0034185A1 EP0034185A1 (de) 1981-08-26
EP0034185B1 true EP0034185B1 (de) 1984-08-08

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Application Number Title Priority Date Filing Date
EP80900089A Expired EP0034185B1 (de) 1979-01-03 1980-05-28 Tragende Wandelemente für Gebäude und Gebäude errichtet aus derartigen Wandelementen

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EP (1) EP0034185B1 (index.php)
AR (1) AR228247A1 (index.php)
AU (1) AU540232B2 (index.php)
IN (1) IN152986B (index.php)
IT (1) IT1153751B (index.php)
MX (1) MX150066A (index.php)
PT (1) PT70641A (index.php)
WO (1) WO1983000714A1 (index.php)

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FR1491339A (fr) * 1966-06-02 1967-08-11 Fives Penhoet Panneau préfabriqué et son élément de jonction pour l'érection rapide de consturctions diverses
FR1501736A (fr) * 1966-04-27 1967-11-18 Unité architectonique de construction
FR2076265A5 (index.php) * 1970-01-07 1971-10-15 Batiment Ind
FR2080115A5 (en) * 1970-02-24 1971-11-12 Pasquali Jean Industrialised building - with prefabricated insulated panels on a steel framework for rapid erection and occupation
AU473600B2 (en) * 1971-09-24 1976-06-24 Russell George Poyser Herbert Improved structural units
IT1042089B (it) * 1974-09-11 1980-01-30 Marchot J Elemento di costruzione per pare ti divisorie portanti o muri portanti di edificio

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IT8009302A0 (it) 1980-01-03
MX150066A (es) 1984-03-12
AU5426780A (en) 1980-07-10
AR228247A1 (es) 1983-02-15
EP0034185A4 (de) 1981-05-20
WO1983000714A1 (fr) 1983-03-03
AU540232B2 (en) 1984-11-08
EP0034185A1 (de) 1981-08-26
IT1153751B (it) 1987-01-21
IN152986B (index.php) 1984-05-19
PT70641A (de) 1980-01-01

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