EP0682730B1 - Maison composee d'elements prefabriques - Google Patents

Maison composee d'elements prefabriques Download PDF

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Publication number
EP0682730B1
EP0682730B1 EP94906823A EP94906823A EP0682730B1 EP 0682730 B1 EP0682730 B1 EP 0682730B1 EP 94906823 A EP94906823 A EP 94906823A EP 94906823 A EP94906823 A EP 94906823A EP 0682730 B1 EP0682730 B1 EP 0682730B1
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EP
European Patent Office
Prior art keywords
elements
house according
house
carrying
support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP94906823A
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German (de)
English (en)
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EP0682730A1 (fr
Inventor
Johann Georg Dr. Schnitzer
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Individual
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
    • 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
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/22—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material with parts being prestressed
    • 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
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/10—Wood
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure

Definitions

  • DE 71 49 351 proposes a building element for a solid wood house that does house building mainly allowed in self-made.
  • the components are built up in massive layers of wood or insulating material. This makes the components heavy and unwieldy.
  • this component does not provide a solution for the installations, for example for heating, electrical power, fresh and waste water, and possibly 1. Ventilation devices, provided.
  • DE 2 226 323 has disclosed a component which is designed in the form of posts and beams in order to create skeletons. These are clad steel pipes, by means of which a subsequently clad house structure can be built. However, this is not a complete building system for a house. Again, there are no suggestions regarding the installation work to be carried out. In addition, this only offers a skeleton of the house without details about the processing of the spaces to be filled.
  • DE 23 28 419 also proposes a kit for prefabricated houses. This is a process for the production of seamlessly pressed components. This document aims to propose a construction method for areas in which the raw materials used for normal building are not available. It is essentially a matter of pressing plate-shaped molded parts from fibrous materials, for example inferior wood from sugar cane, cotton, hemp, jute etc. Various structural elements are proposed as molded parts, which in their entirety result in a kit for the construction of houses. The moldings shown are designed so large that they can hardly be handled without machine help. In addition, no concrete solution for the installation or insulation is given.
  • the component provided for this purpose consists of a cuboid-shaped prefabricated shell body which can be connected to other components by form-fitting means or adhesive.
  • Various filling chambers in the interior of the shell body are to be filled with a rapidly hardening filling compound after the erection of the building for insulation. After all, channels or shafts for accommodating installation material are already provided in this component.
  • the component can be used for solid prefabricated house construction. Such a structure is relatively complicated due to the arrangement of different chambers or shafts. It is a component in conventional prefabricated construction and does not offer a complete solution for house construction.
  • DE 25 44 709 for the first time, disclosed a component set for a removable prefabricated house.
  • This is a set of components for a barrack-like building, in which the filling spaces of a skeletal system are filled with appropriate panels.
  • a pile construction is provided as the foundation, in which the foundation supports stand on plates on the floor. If necessary, the foundation can be fixed with ground anchors.
  • the house itself is built on a steel grate and assembled in any floor plan from prefabricated components. However, no specific details are given here for the installation of the installation facilities. Only parts for a channel for receiving the supply and disposal lines with a common connector are mentioned.
  • a house is described in FR-25 50 253, in which a supporting structure is built, which is then filled with inserts to form walls and ceilings.
  • the inserts according to this document are essentially hollow, but are not accessible for the insertion of installation lines because of the stiffening webs or the side walls.
  • the insulating material is introduced into each individual insert before inserting the insert and then the component thus prepared is assembled. On the one hand, this increases the effort involved in the construction of the house, and on the other hand, installation lines can no longer be laid using inserts provided with this type of insulation.
  • a house has also become known in which a supporting structure is constructed from essentially hollow supporting elements.
  • the horizontal beam elements are provided with openings through which the installation cables can be led into adjacent, hollow floor elements.
  • the object of the object described there is to provide greater flexibility, e.g. in dismantling and reconstruction, and thereby reducing costs.
  • the invention therefore has the task of proposing a house that can be assembled entirely from prefabricated elements, the possibility of self-construction should be obtained through consistent lightweight construction.
  • installation devices should be able to be installed as desired and, in particular, have good accessibility. Good thermal insulation should also be easy to install.
  • a house is made of prefabricated elements, in which a supporting and supporting structure is created from horizontal support elements and vertical support elements. Furthermore, floors, ceilings and walls are built with floor and wall inserts.
  • the carrier elements and inserts are essentially hollow and are provided with through openings on their abutting abutting sides. This results in an essentially continuous cavity within the components. The house installations and a non-hardening insulating material are placed in this cavity.
  • the installation work can also be done in-house in any way due to the complete hollow construction within the ceilings and walls.
  • a non-hardening insulating material is introduced into the essentially continuous cavity within the components, which already contains the installation devices.
  • Such materials for example in the form of flakes, have become known in biological house building as well as the associated blowing devices.
  • the entire cavity resulting from the above-described design of the carrying elements and insert parts is through the Through opening between the individual elements of a filling with the insulating material accessible.
  • the insulating material can be vacuumed off again.
  • the installation facilities are made accessible again in the event of a necessary repair or replacement.
  • the house can be dismantled again, whereby all elements can be reused for a new construction.
  • the insulation material can be completely replaced if new, better products become known or the old insulation material has its effect, e.g. because of his age, loses.
  • Such a house is of lasting value even without real estate, since it can be dismantled at any time and set up elsewhere.
  • the proposed lightweight components can be manufactured inexpensively from biologically compatible building materials.
  • Tensioning ropes or rods can be tensioned within the essentially hollow support elements or inserts to stabilize the house. These tensioning ropes or rods can also be anchored in the ground. With the help of such tensioning ropes or rods, a house in this ultra-lightweight design can be given a stability that is higher than that of a conventionally constructed house.
  • the roof is preferably also composed of essentially hollow support elements and inserts. This means that the roof can also be insulated in the same way as described above.
  • the aforementioned tensioning ropes or rods can also be pulled into the roof, which gives them stability that they can withstand extreme weather conditions such as storms, etc. You can also use the inside of the roof for the construction Carrier elements and inserts, in turn, installation devices are introduced, which are necessary, for example, when using a solar roof.
  • Such a roof can be designed as a flat as well as a gable roof.
  • a tensioning device is preferably provided for retensioning the tensioning cables or rods.
  • This tensioning device can optionally also comprise spring elements for automatic re-tensioning. This re-tensioning may be necessary, for example, due to an expansion of the tensioning cables or rods in order to achieve the desired stability of the house.
  • the house with its lowermost support elements is preferably placed on a pile foundation.
  • a pile foundation can in turn be installed by yourself and is also extremely environmentally friendly.
  • a pile foundation only affects the roots of existing trees selectively, so that their existence is not endangered.
  • the top layer of soil remains intact even when the house is finished.
  • Openings of this type which can be designed such that they can be closed with a cover under certain circumstances, make installation work and any repairs that may be necessary later extremely easy.
  • the connection of the individual components, which can be screwed together, for example, is made possible by the accessibility of the inside of the components through these inspection or work openings.
  • roof panels can be used as the roof covering, which are preferably attached to the roof structure consisting of support elements and insert parts by means of a Velcro connection.
  • the advantages of attaching the roof panels to the roof with such a Velcro fastening are obvious.
  • Velcro fastener is also advantageous when attaching an outer wall covering.
  • Cladding elements of any design for example in the shape of a shingle, can be fastened quickly, easily and in a removable manner.
  • the components can be produced as glued composite parts made of wood or composite materials such as chipboard or the like.
  • glued composite parts made of wood or composite materials such as chipboard or the like.
  • gypsum is a waste product in flue gas desulfurization plants in large quantities.
  • the owner could in turn produce such gypsum components himself, possibly with fiber additives for stabilization.
  • the resistance of the house to weather influences from outside and the sound and dust insulation inside can be improved in that a groove for receiving a seal made of an elastomer or the like is provided in the abutting components that form the walls, floors, ceilings and the roof in the edge region on the abutting side. If this groove is designed in such a way that, when two components are brought into abutment, there is an inwardly closed gap with a cross-sectional taper towards the outside, then a seal attached in the gap is captively caught in the gap.
  • the carrier elements are advantageously connected via coupling parts.
  • These coupling parts preferably have a hollow core with at least one lateral tube extension.
  • This lateral tube extension of the coupling part can be received in a bore in a terminal block on the end face of the carrier element.
  • a tension cable end can also be anchored to the pipe attachments of a coupling part.
  • the sides of a coupling part that are not accommodated in a carrier element can be formed at their free ends in such a way that they form a visually appealing and expedient termination of such a node of carrier elements or the end face of a carrier element.
  • the inserts advantageously have lateral connecting blocks in their interior. These are used to attach the inserts to adjacent support or intermediate elements.
  • a screw can be inserted through a hole in a connecting block, for example, which penetrates a hole in the end block of an adjacent support part and is screwed into the pipe socket of the associated coupling part.
  • the foundation is advantageously carried out in the form of a pile foundation.
  • piles are preferably used which have a foot with an enlarged cross section for anchoring in the ground, an elongated support part and a head for supporting support elements.
  • Such piles are suitable for anchoring in the ground, so that no additional ground anchors are required to fix the house.
  • the elongate support part has a device for height adjustment.
  • the height of the support piles of the pile foundation can be adjusted at any time. Such a height adjustment is also helpful for fine adjustment when first creating the pile foundation.
  • a house according to the invention is expediently provided with a bridge in pile construction as an access.
  • a bridge in pile construction as an access.
  • the individual houses it is recommended that the individual houses as well To make community facilities accessible via footbridges.
  • Such a footbridge has the advantage that no digging work is necessary for its construction.
  • the top layer of soil and the flora and fauna present there are hardly damaged.
  • the installation ducts are preferably accessible via covers on the top of the webs. New or additional installation devices can thus be inserted into the channels of the connecting webs at any time without great effort. Repeated excavation work, which unfortunately has become quite common nowadays when opening up a new residential area, can thus be omitted.
  • FIG. 1 An intersection 1 of the supporting structure of a house according to the invention is shown in FIG. It has a lower support 2 and an upper support 3, which is shown cut open lengthwise, as vertical support elements, a main support 4 leads obliquely to the right in the perspective view, an intermediate support 5 has an oblique to the left rear.
  • the two support elements 4, 5 are used to build a ceiling or floor.
  • a coupling part 6 with tension cables 7 carried out is shown offset laterally and belongs centrally in the intersection 1, as indicated by four arrows P.
  • the main carrier 4 has a hollow double-T profile, the upper crosspiece 8 being narrower than the lower crosspiece 9.
  • the lower crosspiece 9 is used to support inserts, not shown in this figure.
  • the vertical perforated side walls 10 are comparatively thin-walled and embedded in the two transverse webs 8, 9.
  • the intermediate carrier 5, whose lower crosspiece 11 is made narrower than the lower crosspiece 9 of the main carrier 4, has a gradation 12 on its end face.
  • the horizontal part of this gradation 12 is placed on the lower crosspiece 9 of the main support 4, so that the lower crosspiece 11 of the intermediate support 5 is flush with the crosspiece 9 on its underside.
  • the vertical support elements 2 and 3 have a square cross section. End blocks 13 with a bore 14 are attached to their end faces.
  • this bore 14 which continues in a bore 15 in the upper crosspiece 8 of the main support 4, is penetrated by a tubular extension 16 of the coupling part 6.
  • the coupling part 6 has a plurality of such tube attachments which engage in the respective end faces of the associated support elements.
  • the pull cables 7 run within the hollow support elements and serve to brace them.
  • the holes 17 in the side walls of the support elements serve to connect the interiors of the support elements 2 to 5 with the interiors of inserts, not shown in this figure, for laying installation devices.
  • a wall insert 18 according to FIG. 2 is stabilized by a plurality of longitudinal webs 19.
  • the insert 18 has connecting blocks 20 at the corners.
  • the insert 18 is open at the top within two corner strips 21, 22.
  • the longitudinal sides 23, like the longitudinal webs 19, are perforated with holes 24.
  • a large rectangular installation opening 27 allows good access to the interior of the wall insert 18 for laying installation devices.
  • corner openings 28 are provided in the support, by means of which a screw, not shown, can be inserted and screwed through a hole 29a in the connecting blocks 20.
  • this intermediate element 30 In the assembled state, there is a vertical support or intermediate element 30 in abutment with the insert part 18. On its end face, this intermediate element 30 has an end block 31 with a large bore 32 for receiving a tubular extension 16 of a coupling part 6 and a small bore 33 for receiving a Screw, not shown, which passes through the bore 29a of the connecting block 20 of the insert 18 and which can be screwed to the pipe socket 16 (see FIG. 1) when the coupling part 6 is installed.
  • vertical bores 29b are provided for receiving screws, not shown, with which the insert can be screwed on its top and bottom to a support element 4 abutting it.
  • the ceiling insert 34 according to Figure 3 has a slightly different plan than the wall insert 18, but is basically the same. It lies on lower crosspieces 9 of main beams 4 (see FIG. 1), which are only shown in broken lines in FIG.
  • the intermediate support 5 (see also FIG. 1) is somewhat offset from the ceiling insert 34 for better illustration, but butts against it in the fully assembled state.
  • the main carrier 4 and Intermediate beams 5 ( Figure 1) indicate the structure of a ceiling or a floor of a house according to the invention illustrated.
  • the cavities of the resulting ceilings and walls as a whole are also accessible to thermal or acoustic insulation.
  • the house roof 36 according to FIG. 4 is also composed of supports and insert elements.
  • an attic 37 and a store 38 of a house according to the invention are constructed from corresponding support elements 2 to 5.
  • 40 top brackets 41 are hooked onto the outermost main girders 39, which are perpendicular to the paper plane in the representation of FIG. 6.
  • These angle brackets 41 have an included angle ⁇ of 45 °.
  • the angle bracket 41 has a lower, long leg 42 which belongs to the attic floor 40 and a short leg 43 belonging to the sloping roof.
  • the roof structure is continued by a roof rack 44 in continuation to the short leg 43 of the angle bracket 41. It has a support device 45 for support on a roof support 46.
  • an angle bracket 41 The interior of an angle bracket 41 is illustrated in the enlarged detail according to FIG. 5.
  • a pipe crossing piece 53 is glued into the angle bracket 41.
  • Two pipes 54 are at an angle ⁇ of the roof slope (see FIG. 4) to each other, while a third pipe 55 is perpendicular to them in the direction of the roof ridge.
  • the tensioning cables 56 and 57 which are clamped in the tubes via clamping nipples 58, now run through this tube crossing 53.
  • the angular support 41 is fixed in its position by means of the tensioning cables 57 running upwards and the tensioning cables 56 running horizontally.
  • a guide sleeve 59 which is used to align the roof rack 44 in the straight extension of the short leg 43 of the angle bracket 41, is initially in the roof rack 44 and is pushed with its end face onto the angle bracket 41 after the roof rack 44 has been placed on it.
  • FIG. 1 An interior of a house according to the invention can be seen in the illustration according to FIG.
  • the ceiling or floor structure results from the arrangement of the main beams 4, the intermediate beams 5 and the insert parts 34, the structure of the side wall from the supports or intermediate parts 3 and the wall insert parts 18, which in this case are provided with windows 60 and with a balcony door 61 are.
  • a balcony can be attached to such a house in a simple manner by using protruding main beams 4.
  • the foundation is built up via support piles 62 as shown in FIG.
  • the support pole 62 has one Stamping foot 63, which is surrounded by a concrete jacket 64.
  • a support tube 65 with an internal thread 66 is welded to the stamping foot 63.
  • a support rod 67 with an external thread 66 ' is screwed into the support tube 65.
  • the head 70 of the support pole 62 is provided with a support profile 71 for supporting a main beam 4.
  • a rubber block 72 rests on a lower support profile 73 as a spring and / or damping element.
  • the rubber block 72 is anchored to the support rod 67 via a retaining washer 74.
  • the holding disc 74 is fastened in the support rod 67 via a spacer sleeve 75 and a screw 76 so that it can rotate freely.
  • the screw 76 is not tightened tightly, but is fixed via a locking pin 77.
  • Two bores 78 in the support rod 67 are provided for the introduction of cross bars, not shown, with which the support rod 67 can be rotated in the support tube 65.
  • the support profile 71 is penetrated by a tension tube 79, which is anchored in the rubber block 72 via a foot anchor 80.
  • the tensioning tube 79 equally penetrates the crossbars 8 and 9 of the main carrier 4.
  • a tensioning cable 7 is clamped in the tensioning tube 79 by means of two clamping screws 81.
  • the described support pole 62 serves not only as a height-adjustable foundation support, but at the same time due to the firm anchoring of the support rod 67 via the rubber block 72 to the tension cable 7 as an anchor for the house built thereon. Due to the rubber block 72, the support post 62 is able to absorb any earthquakes that may occur.
  • connecting webs 82 Access to a house according to the invention or to several houses in a residential complex and associated community facilities should be realized via connecting webs 82 according to FIG. 8.
  • a connecting web 82 is in turn suspended from corresponding support posts 83.
  • Cross profiles 84 with side Fastening elements 85 serve as a support for side gratings 86 and the central supports 87.
  • the central support 87 is placed loosely and serves as a cover, which is shown in broken lines in the open position 87 ', for an all-round clad installation shaft 88. In this installation shaft 88 there are various lines 89 and pipe connections 90.
  • a handrail 91 completes the connecting web 82.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
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  • Electromagnetism (AREA)
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Claims (26)

  1. Maison constituée d'éléments préfabriqués, qui comporte une ossature porteuse et un étançonnement de mur constitués d'éléments de support horizontaux (4,5) et d'éléments de support verticaux (2,3), ainsi que de planchers, de plafonds et de parois formés de pièces d'insertion de parois (18) et de planchers (34), les éléments de support (2,3,4,5) étant généralement creux et étant munis, sur leurs côtés de joint (10), d'ouvertures de passage,
    caractérisée en ce que, également, les pièces d'insertion (34,18) formant les parois sont généralement creuses et toutes les pièces constructives (2,3,4,5,18,34) sont munies, sur les côtés de joint en contact l'un avec l'autre, d'ouvertures de passage (17,24,35), de sorte que l'on obtient une cavité généralement traversante à l'intérieur de toutes les pièces constructives (2,3,4,5,18,34), dans laquelle se trouvent des conduits et câblages pour la maison et une matière isolante non durcissable.
  2. Maison selon la revendication 1,
    caractérisée en ce que des traverses de rigidification perforées (19) sont prévues à l'intérieur des éléments de support (4,5) et/ou des pièces d'insertion (18,23).
  3. Maison selon une des revendications précédentes,
    caractérisée en ce que des câbles de tension (7,56,57) ou des barres de tension pour stabiliser et/ou ancrer la maison sont posés à l'intérieur des éléments de support (4,5) et/ou des pièces d'insertion (18,34).
  4. Maison selon une des revendications précédentes,
    caractérisée en ce qu'un dispositif de tension est prévu pour tendre les câbles de tension (7,56,57).
  5. Maison selon une des revendications précédentes,
    caractérisée en ce que le dispositif de tension comporte des éléments élastiques pour tendre automatiquement.
  6. Maison selon une des revendications précédentes,
    caractérisée en ce que le toit de la maison (36) comporte également des pièces d'insertion et des éléments de support (41,44,48,51) généralement creux.
  7. Maison selon une des revendications précédentes,
    caractérisée en ce que des ouvertures de travail ou d'inspection (27) sont prévues dans les pièces d'insertion (18,34) et/ou les éléments de support (2 à 5).
  8. Maison selon une des revendications précédentes,
    caractérisée en ce que les éléments de support horizontaux (4), portant les plafonds ou planchers, sont réalisés sous forme de profilés creux doubles en T.
  9. Maison selon une des revendications précédentes,
    caractérisée en ce que des plaques de toit sont fixées sur les éléments de support (41,44,48,51) et la construction de toit (36) comportant des pièces d'insertion, au moyen d'une bande auto-accrochante.
  10. Maison selon une des revendications précédentes,
    caractérisée en ce que des éléments de revêtement sur la paroi externe, comme des bardeaux ou analogues, sont fixés au moyen d'une bande auto-accrochante.
  11. Maison selon une des revendications précédentes,
    caractérisée en ce que les éléments constructifs (2 à 5,18,34) sont fabriqués en bois ou en une matière composite.
  12. Maison selon une des revendications précédentes,
    caractérisée en ce que les éléments constructifs sont fabriqués en gypse coulé dans de la matière en fibres.
  13. Maison selon une des revendications précédentes,
    caractérisée en ce qu'au moins dans les éléments constructifs en contact l'un avec l'autre formant la paroi externe, dans leurs zones marginales en contact l'une avec l'autre, sur le côté de joint, il est prévu une rainure pour recevoir un joint étanche en un élastomère ou analogue.
  14. Maison selon une des revendications précédentes,
    caractérisée en ce que la rainure est réalisée de sorte qu'il est créé, dans le cas de deux éléments constructifs jointifs, une fente fermée vers l'intérieur ayant un rétrécissement de section transversale vers l'extérieur.
  15. Maison selon une des revendications précédentes,
    caractérisée en ce que les éléments de support (2 à 5) sont liés par l'intermédiaire de pièces de couplage (6).
  16. Maison selon une des revendications précédentes,
    caractérisée en ce que les pièces de couplage (6) présentent un noyau creux ayant des pièces tubulaires latérales (16) pour les éléments de support (2 à 5) à relier.
  17. Maison selon une des revendications précédentes,
    caractérisée en ce que les éléments de support (2,3) présentent, sur leur face frontale, un bloc de fermeture (13) ayant un perçage pour recevoir la pièce tubulaire (16) de l'élément de couplage (6).
  18. Maison selon une des revendications précédentes,
    caractérisée en ce que les pièces d'insertion (18) présentent des blocs de liaison latéraux (20).
  19. Maison selon une des revendications précédentes,
    caractérisée en ce que la maison est posée sur une fondation à pieux par ses éléments de support (4) les plus inférieurs.
  20. Maison selon la revendication 19,
    caractérisée en ce que la fondation présente un pieu (62) qui comporte un pied (63,64) ayant une section transversale agrandie pour l'ancrage dans le sol, une partie d'appui allongée (65,66) et une tête (70) pour recevoir des éléments de support (4).
  21. Maison selon la revendication 20,
    caractérisée en ce que la partie d'appui allongée (65,66) comporte un dispositif de réglage en hauteur (67,67').
  22. Maison selon la revendication 20 ou 21,
    caractérisée en ce que le pieu (62) présente un élément d'amortissement et/ou élastique (72).
  23. Maison selon une des revendications 20 à 22,
    caractérisée en ce que la tête (70) présente un dispositif de maintien (79) pour maintenir des barres ou câbles de tension (7).
  24. Maison selon une des revendications précitées,
    caractérisée en ce qu'il est prévu une passerelle (82) par l'intermédiaire de laquelle la maison est accessible, au moins un canal (88) pour des conduits et câblages (89,90) (courant, eau, communication, etc ...) étant prévu dans la passerelle (82).
  25. Maison selon la revendication 24,
    caractérisée en ce que le canal (88) est accessible par un couvercle (87) sur le dessus de la passerelle (82).
  26. Maison selon une des revendications précitées,
    caractérisée en ce qu'un dispositif de commande et un réservoir d'eau pour amener ou évacuer par poussée de l'eau fraîche ou des eaux usées sont prévus.
EP94906823A 1993-02-02 1994-02-01 Maison composee d'elements prefabriques Expired - Lifetime EP0682730B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE4302871A DE4302871A1 (de) 1993-02-02 1993-02-02 Haus aus Fertigbauelementen
DE4302871 1993-02-02
PCT/DE1994/000092 WO1994018406A2 (fr) 1993-02-02 1994-02-01 Maison composee d'elements prefabriques

Publications (2)

Publication Number Publication Date
EP0682730A1 EP0682730A1 (fr) 1995-11-22
EP0682730B1 true EP0682730B1 (fr) 1997-01-02

Family

ID=6479437

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94906823A Expired - Lifetime EP0682730B1 (fr) 1993-02-02 1994-02-01 Maison composee d'elements prefabriques

Country Status (5)

Country Link
EP (1) EP0682730B1 (fr)
AT (1) ATE147116T1 (fr)
AU (1) AU6035994A (fr)
DE (2) DE4302871A1 (fr)
WO (1) WO1994018406A2 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
MX9701403A (es) 1997-02-25 1998-02-28 Reinaldo Perez Rayon Modulo habitacional prefabricado apilable.
DE19720554C1 (de) * 1997-05-16 1998-12-10 Volker Gorgas Gebäude mit bis zu vier Geschossen, insbesondere für Wohnzwecke, und Verfahren zu deren Errichtung
DE20303904U1 (de) 2003-03-12 2004-04-29 Schmidt, Hermann Bausatz zur Erzeugung eines Gebäudes
DE102012021898A1 (de) 2012-11-09 2014-05-15 Josef Aman Gebäude

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US1683600A (en) * 1923-06-29 1928-09-11 Black Archibald Building construction
US2138958A (en) * 1934-09-28 1938-12-06 Prebilt Housing Corp Prefabricated building construction
FR877305A (fr) * 1941-11-27 1942-12-03 Parisienne Ind Et Commerciale Perfectionnements aux baraques démontables en bois
DE865528C (de) * 1942-08-14 1953-02-02 Karl Pohle Haus aus fertigteilen
DE826633C (de) * 1947-10-15 1952-01-03 August Jockers Plattenfoermiges Bauelement, vornehmlich zur Herstellung von Aussenwaenden, Zwischenwaenden u. dgl.
GB991752A (en) * 1960-05-30 1965-05-12 Lely Nv C Van Der Improvements in or relating to building structures
US3269069A (en) * 1962-12-10 1966-08-30 Donald A Carlson Prefabricated building construction
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DE1559350B1 (de) * 1965-08-03 1969-09-18 Haefele Heinz Rudolf Aus Fertigteilen zusammensetzbares Bauskelett
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SE469900B (sv) * 1991-02-13 1993-10-04 Sven Erik Bjerking System för uppförande av bärande stommar till ombyggbara hus

Also Published As

Publication number Publication date
WO1994018406A2 (fr) 1994-08-18
WO1994018406A3 (fr) 1994-11-10
DE59401473D1 (de) 1997-02-13
AU6035994A (en) 1994-08-29
ATE147116T1 (de) 1997-01-15
EP0682730A1 (fr) 1995-11-22
DE4302871A1 (de) 1994-08-04

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