EP0070962B1 - Bâtiment à assembler à partir de pièces préfabriquées - Google Patents

Bâtiment à assembler à partir de pièces préfabriquées Download PDF

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Publication number
EP0070962B1
EP0070962B1 EP82102448A EP82102448A EP0070962B1 EP 0070962 B1 EP0070962 B1 EP 0070962B1 EP 82102448 A EP82102448 A EP 82102448A EP 82102448 A EP82102448 A EP 82102448A EP 0070962 B1 EP0070962 B1 EP 0070962B1
Authority
EP
European Patent Office
Prior art keywords
posts
building according
members
flanges
profile
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
EP82102448A
Other languages
German (de)
English (en)
Other versions
EP0070962A1 (fr
Inventor
Josef Baierl
Heinz Hamper
Walter Maisch
Otto Reker
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.)
Profilhaus und Co Fertigungs KG GmbH
Original Assignee
Profilhaus und Co Fertigungs KG GmbH
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 DE19813130427 external-priority patent/DE3130427A1/de
Priority claimed from DE19823200262 external-priority patent/DE3200262A1/de
Priority claimed from DE19823200261 external-priority patent/DE3200261A1/de
Priority claimed from DE19828200212U external-priority patent/DE8200212U1/de
Priority claimed from DE19828200211 external-priority patent/DE8200211U1/de
Application filed by Profilhaus und Co Fertigungs KG GmbH filed Critical Profilhaus und Co Fertigungs KG GmbH
Priority to AT82102448T priority Critical patent/ATE10764T1/de
Publication of EP0070962A1 publication Critical patent/EP0070962A1/fr
Application granted granted Critical
Publication of EP0070962B1 publication Critical patent/EP0070962B1/fr
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
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
    • E—FIXED CONSTRUCTIONS
    • E06—DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06B—FIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00—Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/04—Frames for doors, windows, or the like to be fixed in openings
    • 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
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
    • 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
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B2001/2484—Details of floor panels or slabs
    • 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

Definitions

  • the invention as characterized in the claims, the task of creating a prefabricated parts assembled building, in which the creation of the outer walls and the load-bearing walls without the use of specially trained specialists and extensive use of equipment with simple tools in stable Construction with uniform profiles is also achieved for the upper and lower chords.
  • a structural scaffolding can be produced in a simple manner, in which the individual posts and profile bars can be connected to one another simply, for example by means of screws, for which purpose, in particular, holes predrilled in the upper and lower chords of the supporting frame at certain intervals in the flanges that identify the junctures with the ends of the posts.
  • the connection of the support structure to the base can also be done by screwing the lower chords to the base, which consists in particular of concrete. In this way, a stable supporting scaffold structure can be obtained, which can only be created by non-specialists in the modular system using simple aids, in particular screwing tools, it being possible to use a uniform profile for the components of the tubular scaffolding.
  • the prefabricated outer wall parts for example in the form of plasterboard, can be connected to the outer flanges of the support profile bars in a simple manner, for example by screws.
  • the same can the prefabricated wall parts forming the house interior walls, for. B. made of plasterboard, also by screws in a simple manner with the inner flanges of the posts.
  • the wall parts can be assembled on the finished scaffolding immediately after completion of the scaffolding. Drying-out times, as are necessary in conventional buildings, are eliminated.
  • the necessary cables for the sanitary and electrical installations can be easily arranged.
  • heat-insulating and sound-insulating materials can also be accommodated in these spaces.
  • facade parts made of wood, eternit or the like can also be applied to the outer walls in a known manner.
  • the assembly of the wall parts and also the creation of the interior of the house can take place regardless of the weather, since the supporting structure consisting of the profile bars, on which a conventional roof construction or one that is also made of C- or U-shaped profile bars can be mounted in a simple manner can be covered weatherproof with plastic films.
  • the completed building is also characterized by its earthquake resistance and also by the easy accessibility of the sanitary and electrical installations, so that repairs in this regard can be carried out easily. In addition, remodeling or renovations can be carried out easily.
  • the measures specified in claims 2 to 5 ensure, with simple means, the possibility of creating door and window openings into which the door and window openings are surrounded by flat, smooth surfaces which are formed by the outer surfaces of the profile webs.
  • the door and window lintels can also be made from C- or U-shaped profile bars which are connected to one another in such a way that they can easily accommodate the loads above them in the supporting wall.
  • a holder is characterized by which windows and doors can be arranged and fastened in a simple manner in the openings provided in the supporting structure.
  • the doors and / or windows are fastened to the vertical posts for the outer or house walls in the house walls by means of reveal and lintel profiles, which also serve as the end of the facade and inner walls on the doors and windows.
  • the soffit and lintel profiles are designed so that they not only serve to hold the windows and doors, but they also form the end of the facade and interior walls in the area of the doors and windows, whereby they are suitable for different types of curtain walls. Uniform reveal and lintel profiles can therefore be used for different types of curtains.
  • the reveal and lintel profiles can be designed so that they can be mass-produced in the factory as prefabricated parts made of plastic. They then only have to be cut to the required length depending on the intended use.
  • the reveal and lintel profiles can be designed as edge profiles, which are folded in one place in particular to form a closure for the inner wall or outer facade cladding.
  • the bevels form stop surfaces for vertical and horizontal door or window frame parts, as well as fastening webs with which they are attached to the posts of the supporting structure of the house that can be assembled.
  • Heat-insulating and / or sound-absorbing material in the form of foam or mineral fibers can be arranged between the reveal surfaces of both the outer and the inner reveal profiles and the profile webs of the posts forming the supporting frame, which delimit the door or window openings.
  • An anchoring device is specified by claim 13 and in a further development by claims 14 to 21, with which leveling and alignment of the expansion of the supporting structure for the outer walls and load-bearing partition walls can be achieved in a simple manner on certain levels.
  • the leveling devices which support the foot profile on the base, make it possible to set the foot profile to a certain horizontal plane, which is at a certain distance from the base surface.
  • the foot profile can be designed so that it has a support surface for the lower flange, which lies in a horizontal plane with the desired height setting opposite the top of the base.
  • the foot profile can be designed so that the upright structure of the supporting structure is precisely aligned in the vertical direction, so that the wall parts to be attached to the supporting structure each lie in a certain vertical plane.
  • the foot profile has a profile center piece as a support surface for the lower flange with a U-shaped profile for the supporting structure, the profile center piece being limited by profile increases which run parallel and the distance from one another corresponds to the width of the lower flange.
  • the foot profile can be designed so that it can be used to align the facade parts.
  • the foot profile can have a folded, vertically running fastening strip that runs parallel to the lateral base boundary.
  • the fastening strip also has a horizontally folded end strip on which the lower edge of the outer facade can be placed.
  • An exact alignment of the facade can be created by lateral adjustment means engaging on the fastening strip, which are mounted in the lateral base limitation.
  • claims 23 and 24 is a stable corner connection or corner training for the at the scaffolding of two house walls of the prefabricated parts assembled building at right angles on a house corner.
  • the profile webs of two posts which are arranged at right angles to one another and are located at the ends of the supporting frameworks which meet in the house corner, are connected by means of a corner profile to form a hollow profile.
  • the corner profile also serves as a cladding external corner profile on the house corner where the two supporting structures meet.
  • a vertical, continuous contact and fastening surface is created for the outer wall cladding in the area of the house corner by the corner profile.
  • an eaves seal is specified, which serves both as a cover for the rafters and for fastening the gutter.
  • an eaves end profile covering the rafters is fastened to the upper and lower flanges of the profile bars forming the rafters with a cover web arranged on the front of the rafter heads facing the gutter and with two fastening flanges bent from this cover web.
  • This eaves seal not only achieves a rafter seal or a cover for the rafter heads, but the gutter can also be attached to this eaves seal.
  • the end face or the cover web of the eaves end profile facing the gutter can be provided with ventilation holes which serve to ventilate the roof.
  • a profile elevation which is designed as an eaves slab for the eaves tiles, which may be designed as special tiles.
  • a support structure 1 for the outer walls and a load-bearing inner wall 2 and for a floor ceiling of essentially uniformly shaped profile bars is formed.
  • the outer walls are formed by posts that have a C-shaped profile. These posts are arranged vertically and attached with their lower ends to horizontal profile bars with a U-shaped cross-section (U-profile).
  • U-profile U-shaped cross-section
  • flanges 6 and 7 of the posts are screwed at their lower ends to the upstanding flanges of horizontal profile bars 9 serving as lower chords.
  • the lower chords 9 are in turn fastened to a concrete base 16 by screws (FIG. 10).
  • Vertical pillars 3 with a C-shaped profile are also used for the internal load-bearing wall 2. These are connected to a lower flange 12 in the same way as the posts 4.
  • the lower flange 12 is also fastened to the concrete base 16 by screws.
  • U-shaped posts can also be used, whereby, as with the C-shaped profile, the profile height of the posts 3 and 4 depends on the distance between the flanges of the upper and lower chords horizontal U-shaped profile bars 9 and 12 is adapted.
  • the detail display A shows the connection between the lower chord and the post and the detailed display D shows the connection between the post and the upper chord.
  • the posts 3 and 4 are fastened at the upper ends to profile bars 8 and 13 serving as upper chords with a U-shaped cross section.
  • the upper ends of the flanges of the posts 3 and 4 are fastened to the downward flanges of the profile bars 8 and 13 serving as upper chords.
  • the fastening is also preferably carried out here with the aid of screws.
  • ceiling profile bars 17 which have a C- or U-shaped profile. With small dimensions for the house width, the ceiling profile bars can extend from one house wall to the opposite house wall.
  • the one ends of the ceiling profiles 17 are connected to the posts 4 of a house wall and the other ends are supported on the upper flange 13 of the supporting structure for the supporting inner wall 2.
  • the ceiling profile bars 17 are with the outer surface of their profile bars on the outer surfaces of the Profile webs of the posts 4 screwed to the posts 4.
  • each ceiling profile bar 17 is also fastened with the aid of screws, the flange 27 of the ceiling profile bar 17 resting on the top chord 13 being screwed to the profile web of the top chord 13.
  • Two aligned ceiling profile bars 17 are connected to one another by means of a connecting plate 55 by means of screws.
  • the detailed representation C shows this connection point and also the connection of the two ends of the ceiling profile bars to the upper flange 13 of the load-bearing wall 2.
  • a door opening 15 and a window opening 14 are formed between two facing outer surfaces of the profile webs of two posts, which on the one hand the Form door jambs 32 and 33 and secondly the window jambs 34 and 35.
  • the outer surfaces of the profile bars of the door jambs 32, 33 and the window jambs 34 and 35 are flat, so that the installation of the door frame or the window frame, which are not shown in more detail, can be carried out easily and also can be carried out in the area of these smooth outer surfaces.
  • the door opening 15 is closed at the top by a lintel 36 and the window opening 14 by a lintel 37.
  • the lintel 36 and the lintel 37 can have the same education. An exemplary embodiment of this can be seen in detail from FIGS. 4 to 7 and the detailed representation E in FIG. 1.
  • Both the door lintel and the window lintel 36 and 37 are formed from two lintel profiles 38 and 39 with a U-shaped cross section, which are connected to one another on the outer surfaces of their profile webs 40 and 41. In this way, they have the shape of a double-T beam.
  • cladding profiles 42 and 43 are pushed over the lintel profiles 38 and 39 (FIG. 6). With the help of angle plates 57, 58, 59, the lintel profiles 38 and 39 are attached to the door posts 32 and 33 and the window posts 34 and 35.
  • a further horizontal profile bar 50 and 51 with a U-shaped cross section is arranged, on the upwardly facing flanges of which the lower ends of the flanges of vertical posts 4 with a C-shaped profile are fastened.
  • the attachment is also carried out in the same way as the attachment with the lower chords 9 and 12, as can be seen in the detailed illustration A from FIG. 1.
  • the one ends of the ceiling profile bars 17 are connected in the area of the door opening 15 above the door lintel 36 to the posts 4 present there, the outer surfaces of the profile webs of the posts 4 and the ceiling profile bars 17 abutting one another.
  • the connection is made as it can be seen in the detailed representation B from FIG. 1.
  • the ceiling profile bars 17 are supported on the framework of the outer wall shown in FIG. 2 in the area of the window lintel 37, as can be seen from FIG. 7.
  • the ends of the ceiling profile bars 17 are supported in the inner unclad support profile 38 and connected to them, for example the screws or rivets or angle plates and the like.
  • This profile bar is attached to the door posts 32, 33 and window posts 34, 35 in the region of the folds. If the profile bar serves as a parapet bar 44, as shown in FIG. 2, the two bevels 45 and 46 are directed downward, so that the flat border surface of the window opening 14 is not impaired. If the profile bar, as shown in Fig. 8, serves as the upper horizontal closure 47 for the window or door opening, the two Abkan lines 48 and 49 directed upwards and the profile bar acts as a lower flange for the posts 4 above.
  • the roof structure can be designed in a conventional manner, but profile bars with a C-shaped profile are also preferably used for this purpose.
  • a binder construction can be used, as can be seen from FIG. 1.
  • a binder 53 consists of C-shaped profiles.
  • the individual vertical and diagonal bars are, as can be seen from FIG. 1, connected to one another with the aid of connecting plates and screws.
  • the connection of the roof structure or each truss to the supporting structure of the outer walls takes place in that a lower flange 54 of each truss 53 rests on the outer surface or on the upwardly facing surface of the profile web of the upper flange 8 for the posts 4 of the outer wall this upper chord 8 is attached.
  • the attachment takes place in the region of the flange of the lower flange 54, which lies on the profile web of the upper flange 8, with the aid of screws, as can be seen from the detailed illustration D from FIG. 1.
  • FIG. 10 An example of an inner wall and an outer wall can be seen in a sectional representation from FIG. 10.
  • Two plasterboard plates 24 and 25, one above the other, are fastened to the inner flange 7 of a post 4 by means of screws. These form the inner wall parts.
  • the outer wall is formed by a plasterboard 18 which is fastened to the outer flange 7 of the post 4 by means of screws.
  • the plasterboard 18 can also be provided with a vapor barrier film 61.
  • the horizontal profile bar located on the lintel 37 serves as a lower flange 10 for the post 4 above it. It can also be seen from the detailed illustration E that the lower flange 10 or the horizontal profile bar 51 is fastened to the lintel profiles which form the window lintel 37 with the aid of screws. Furthermore, the lintel profiles are connected to each other in the area of their profile webs by means of screws.
  • the parapet latch 44 serves as the upper chord 11 in the area of the window parapet for the posts 4 present there.
  • the connection between the downward flanges of the parapet bar 44 with the upper ends of the flanges of the posts 4 is carried out in the same way as the connection to the upper flange 8 with the aid of screws, as can be seen from the detailed illustration D.
  • the support structures for two outer walls meet, two posts 4 with their flanges 6 and 7 facing each other on the flanges, one of the two abutting top chords 8 and to attach one of the abutting bottom chords 9 each.
  • the two posts 4 can be fastened with their profile webs to the flanges of one upper chord or one lower chord, as shown in FIG. 3.
  • Prefabricated outer wall parts 24, 25 are attached to the flanges 6 of the posts 4 lying on the outside of the house wall and prefabricated wall parts or facade parts 18 to 23 and to the flanges 7 lying on the inside of the house wall 7 and to the flanges of the posts 3 forming the inner supporting wall (Fig. 10).
  • a vertical window frame part 105 (it can also be a vertical door frame part) is prefabricated with the aid of an inner and outer reveal profile 101 and 109 in the window opening of the supporting structure Parts of existing assembled building installed.
  • the window opening or door opening is laterally delimited by profile webs 102 vertical posts 4, one of which is shown in section in FIG. 11.
  • the inner reveal profile 101 is designed as an edge profile and has an inner reveal surface 104 which runs at an acute angle with respect to the profile web 102 and is at a distance from it.
  • the reveal surface 104 On the side facing the inner wall of the house, the reveal surface 104 has a fold 106 which forms the vertical closure in the window area for an inner wall 107 made of plasterboard.
  • the leg of the fold 106 which bears against the boundary edge of the inner wall 107 is folded and continues in a fastening web 108 which bears against an inner flange 7 of the vertical post 4 and is fastened thereon.
  • the fastening web 108 is located at the rear of the inner wall 107.
  • the cavity between the inner reveal surface 104 and the profile web 102 is filled with mineral fibers 129 as thermal insulation.
  • mineral fibers 129 instead of the mineral fibers, however, foam 130 can also be used, as in the exemplary embodiment in FIG. 12.
  • the reveal surface 104 is chamfered and this chamfer surface forms a stop surface 103 for the vertical window frame part 105.
  • the stop surface 103 is also chamfered, and this fold surface lies on the profile web 102 of the vertical post 4 and is fastened to it.
  • the vertical frame part 105 of the window can laterally have an outer and inner fold 131 and 132, between which a groove is formed, into which a Z-shaped profile 117 is inserted.
  • a fold 133 running parallel to the profile web 102 is fastened to the bottom of the groove 134 on the window frame.
  • Another bend 135 running parallel to this lies against the profile web 102 of the post 4 and is fastened to it.
  • the two folds 133 and 134 of the Z-shaped profile are connected via a connecting web 136 which runs at right angles to these folds and which lies against the inside of the outer fold 131.
  • the Z-shaped fastening profile 117 is fastened to the bottom of the groove 134 before the window frame is inserted.
  • the outer reveal consists of the outer reveal profile 109, which is designed as an edge profile and has an reveal surface 110 protruding from the outside of the window frame at an obtuse angle.
  • the reveal surface 110 can also protrude from the outside of the frame at a right angle.
  • the reveal surface 110 has a bevel formed as a stop surface 112 for the vertical window frame part 105.
  • the stop surface 112 can be attached to the window frame.
  • the stop surface 112 lies in a plane which is offset parallel to the interior of the house in relation to the plane in which the outer flange 6 of the vertical support profile lies.
  • the stop surface is therefore connected via the bevel 137 to a fastening web 126 which rests on the outer flange 6 of the vertical post 4 and is fastened to this flange 6.
  • the fastening web 126 lies between the outer flange 6 of the post 4 and the outer wall 111, which can be made of plasterboard, for example.
  • the reveal surface 110 is provided with a fold 114, which forms a closure for an outer facade cladding 116.
  • the one leg of the fold which abuts the end edge of the outer facade cladding 116, continues in a folded ledge 115, which abuts the back of the outer cladding 116.
  • the space between the outer facade cladding 116 and the outer wall 111 can be filled with a heat-insulating and sound-absorbing material.
  • FIG. 12 shows one of the two roller shutter rails 113 in cross section.
  • This roller shutter rail 113 is located between the outer surface of the vertical window frame part 105 and a parallel contact surface 127, which is formed by a bevel of the embodiment of the outer reveal profile 109 shown in FIG. 12.
  • the contact surface 127 is formed by a bevel on the other Window facing side of the reveal surface 110.
  • a further bevel is present on the contact surface 127, which forms a further contact surface 128 which bears laterally on the roller shutter rail 113.
  • the contact surface 128 continues in the folded fastening web 126, which bears against the outer flange 6 of the vertical post 4 and is fastened.
  • the Z-shaped fastening profile 117 and the inner reveal profile 101 have the same configuration as in FIG. 11.
  • a closure for the outer facade cladding 116 is also provided on the outside of the reveal surface 110 in the same way as in FIG. 11 by the fold 114.
  • the outer reveal profile 109 is designed in the same manner as the outer reveal profile of FIG. 12, the roller shutter rail 113 also being arranged between the contact surface 127 and the vertical window frame part 105.
  • a window reveal 138 made of wood is provided as the inner reveal. This window reveal 138 serves both for fastening the window frame and as a closure for the inner wall 107.
  • FIG. 14 shows an exemplary embodiment of a lintel profile 118 which is designed as an edge profile and serves both for fastening an upper horizontal door or window frame part 123 and as a closure for the inner wall 121 in the lintel area.
  • This lintel profile 118 has an upper horizontal end surface 119.
  • a fold 120 is provided on the inner wall side of this end surface 119, which forms the end for the inner wall 121.
  • the leg of the fold 120 which abuts directly on the end edge of the inner wall 121, is bent to form a fastening strip 125, which lies on the rear of the inner wall cladding 121.
  • a bevelled vertical stop surface 122 is then provided on the end face 119, which abuts against the upper horizontal window frame part 123.
  • An angled fastening web 124 extends from this, which is horizontal at the upper one th window opening limit is present and fastened.
  • the upper window opening boundary forms a roller shutter 139 in a roller shutter box.
  • the rear of the roller shutter box is covered by the inner wall cladding 121, which in the exemplary embodiment consists of wood.
  • the inner wall cladding as already shown in FIGS. 11 to 13, can also consist of plasterboard in the upper region of the window opening.
  • the anchoring device shown in FIGS. 15 to 17 for the stud frame of the supporting framework of the housing which can be assembled from prefabricated parts has a foot profile 202 shown in FIGS. 15 and 16 and a foot profile 201 shown in FIG. 17 for a load-bearing partition
  • the exemplary embodiment of the anchoring device shown in FIGS. 1 and 16 will first be explained below.
  • the foot profiles 202 for this anchoring device extend along the four boundary edges of a base 16 on which the mountable housing is erected.
  • a sectional view of this base 16 shows a base limitation with the anchoring device installed in a sectional representation in FIG. 16.
  • the foot profile 202 used in this anchoring device has a profile center piece 206, on which a lower flange 9 for the supporting structure of the outer wall is placed with its profile web 209.
  • the lower flange 9 is fastened to the profile center piece 206 by means of fastening means 218 and 219 designed as screws. The screws are inserted through corresponding openings 213 and 215 in the profile center piece 206 of the foot profile 202.
  • openings and additional openings 214 can also be used to pour a pouring compound 216, for example mortar, into an intermediate space 217 between the top 203 of the base 16 and the bottom of the base profile 202.
  • This casting compound 216 serves to support the foot profile 202 on the base 16 and, after assembly, to support the supporting structure of the outer wall.
  • the casting compound 216 is introduced into the intermediate space 217 after the foot profile 202 has been leveled into a desired horizontal plane.
  • leveling devices 204 and 205 are used, which are explained in more detail below.
  • the lower chord 9 placed on the profile center piece 206 of the foot profile 202 is laterally in contact with elevations 207 and 208 of the foot profile piece 202. In this way, an alignment in a desired alignment line for the lower chord 9 and thus also for the stud frame of the supporting structure attached to it can be achieved .
  • the elevations 207 and 208 are flattened and have horizontal contact or support surfaces 211 and 212 for inner wall parts 24, 25 and outer wall parts 18 and 19, which z. B. may consist of prefabricated plasterboard.
  • a vertically downwardly bent fastening strip 222 On the elevation 208 of the foot profile 202 is formed a vertically downwardly bent fastening strip 222, which has vertical longitudinal slots 224 at least at the two ends of the foot profile. Such perpendicular longitudinal slots 224 can still be present on the fastening strip at certain regular intervals. Furthermore, a horizontal end strip 226 is molded onto the vertical fastening strip 222 which is folded downwards and onto which the lower edge of an outer facade 23 can be placed.
  • a locking means 205 in the form of a hammer head screw with a hammer head 227 is inserted through the longitudinal slot 224.
  • the threaded rod of the hammer head screw 230 extends through the vertical slot 224 and carries adjusting nuts 230, 231, with which the lateral spacing of the fastening strip 224 with respect to the lateral base limitation 223 and thus the alignment of the facade 23 can be adjusted.
  • the hammer head 227 of the hammer head screw 230 is mounted in a half rail forming an abutment 225, which extends parallel to the fastening strip 222 of the foot profile 202 and is embedded in the lateral base delimitation 223.
  • This half rail serves as an abutment for the hammer head 227 when tightening the hammer head screw.
  • the formation of the vertical longitudinal slot 224 also ensures a height adjustment for the foot profile 202.
  • the desired height is determined with the aid of the two adjusting screws 231 and 232 on both sides of the fastening strip 222.
  • the leveling device 205 is thereby obtained.
  • B. with a dowel 233, inserted screw 229 is provided.
  • the leveling devices 204 are located on the other elevation 207 of the foot profile 202, the leveling devices 204 likewise being provided at least at both ends of the foot profile. However, leveling devices 204 can be provided along the foot profile 202 at certain intervals.
  • the foot profile is supported on this foot profile side by means of a support strip 234 which is formed by bending.
  • This support strip has openings through which the threaded rods of the screws 229 are inserted.
  • Leveling nuts 228 and 235 are provided on both sides of the support bar 234. By means of these leveling nuts, in cooperation with the leveling device 205 on the other long side of the foot profile 202, an exact leveling of the foot profile 202 in the desired horizontal plane can be achieved.
  • the casting compound 216 is introduced into the intermediate space 217 through the openings 213, 214 and 215. If the lower flange 9 is already attached to the profile center piece 206, can also Corresponding openings for the introduction of the casting compound into the intermediate space 217 are present on the lower flange, as is the case, for. B. for the lower flange 12 for the load-bearing partition is shown in FIG. 17.
  • a screed pull-off angle 236 can be placed on the bearing surface 211 of the elevation 207. This makes it much easier to achieve a uniform screed surface.
  • the foot profile 201 in FIG. 17 for a load-bearing partition the features which perform the same functions are designated with the same reference numerals as in the exemplary embodiment in FIGS. 1 and 2. This applies in particular to the leveling devices 204 and to the elevations 207 and 208. These also have contact surfaces 211 and 212 for prefabricated wall parts, which are not shown in detail.
  • the foot profile 201 shown in FIG. 17 also has a laterally extending support bar 234, so that the foot profile 201 is laterally delimited by two parallel support bars 234, into which the threaded rods of the screws 229 are inserted and which are supported on the adjusting nuts 228.
  • the lower flange 12 designed as a U-profile is fastened to the central profile piece 206 of the foot profile 201 with the aid of fastening means 220 and 221 designed as screws.
  • the gap 217 is poured out between the foot profile and the base top 203 in the same manner as in the exemplary embodiment in FIGS. 15 and 16.
  • two posts 4 of two support structures for two peripheral walls or outer walls of the building that can be assembled from prefabricated parts, which are not shown in detail, butt in a house corner 301 against bends 304 and 305, which lie between profile webs 102 of the support profile bars and the flanges 7 of these posts 4 lying on the inside of the house lie against one another in such a way that the profile webs 102 of the two posts 4 form a right angle with one another.
  • the two flanges 7 of the posts 4 lying on the inside of the house form a right angle with one another.
  • the posts 4 are designed as C-profiles.
  • the hollow profile has a square cross section.
  • the two support profile webs 102 abutting one another at right angles are supplemented to form a hollow profile 303 with the aid of a corner profile 302.
  • This essentially consists of two connecting webs 306 and 307 lying at right angles to one another, at the lateral boundaries of which vertically folded connecting flanges 308 and 309 are present.
  • the connecting flanges 308 and 309 are connected to the profile webs 102 of the posts 4 and together with them form in the house corner 301 the vertical hollow profile 303. This results in a stable corner structure of the supporting structure for the outer peripheral walls of the housing consisting of prefabricated parts.
  • a continuous support and fastening surface for prefabricated outer wall parts lying on the outside of the house wall for example in the form of plasterboard 18 and 19, is achieved.
  • the flanges 7 of the vertical posts 4 lying on the inside of the house are at right angles to one another and form a right-angled corner profile in the corner for prefabricated inner wall parts 24, 25, which may also consist of plasterboard, and contact or fastening surfaces for those converging in the corner lateral edge areas of the inner wall cladding 24 and 25.
  • the corner profile 302 also consists, like the posts and the top and bottom chords, of which bottom chords 9 are shown in FIG. 18, of sheet steel profiles which are cold-galvanized to achieve adequate corrosion protection, in particular at the drilling points and at the interfaces of the profiles can be, for example in the form of zinc paint or by spraying.
  • facade parts 116 can be fastened to the outer walls.
  • the spaces between the facade parts 116 and the prefabricated outer wall parts 18 and 19 can be filled with the aid of sound-absorbing and / or heat-insulating material.
  • FIG. 20 shows a vertical section through an eaves termination fastened to a rafter head with a gutter attached to it.
  • the eaves end is designed as an eaves end profile 402, which has a cover web 404 arranged on the front or on the front side of the rafter heads, of which a rafter head 401 is shown, and two fastening flanges 405 and 406 bent by this cover web 404.
  • the upper attachment flange 405 is formed ren ar- to the overhead flange 407 of a profile bar, the p to S and from which the rafter head is shown 401, fastened and the underlying mounting flange 406 is of TraufabBankBankes of the rafter head 401 secured to the underlying flange 408 .
  • the roof structure consists of profile bars with a C or U-shaped cross-section.
  • the upper fastening flange 405 has a raised section, which is designed as an eaves slat 410 for an eaves tile 411. This increase has a substantially rectangular cross section and extends from the top the flange 407 of the rafters 401 with the lateral boundary surfaces perpendicular upwards.
  • the upper fastening flange 405 or the upper surface of the eaves slat 410 has an obtuse angle with respect to the front of the eaves end profile or with the cover web 404, while the lower fastening flange 406 has an acute angle with the cover web 404.
  • This special design is based on the shape of the head on the end face of the respective rafters or rafters heads 401.
  • the exemplary embodiment shown is therefore suitable for a gable roof with a cross cut of, for example, 20-30 °.
  • the vertical covering web 404 is provided with ventilation holes 409 for ventilation of the roof. Furthermore, a gutter 403 is fastened to the cover web 404 by means of a fastening plate 412, on which the gutter on the back, for. B. is fixed by welding or otherwise.
  • tongue and groove boards 413 are provided as cladding on the underside of the rafters.
  • FIG. 20 thus shows an eaves closure for covering rafter heads and for fastening a gutter 403 for a roof construction which is formed from profile bars with a C or U profile, in which a eaves termination profile 402 covering the rafter heads 401 is provided, which on the front to cover the rafters 401 has a cover web 404 and from this flanged fastening flanges 405, 406, with which the eaves end profile 402 is attached to the top and bottom flanges 407, 408 of the profile bars forming the rafters.

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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)

Claims (29)

1. Bâtiment pouvant être monté à partir d'éléments préfabriqués, comportant une ossature porteuse constituée d'éléments profilés reliés ensemble, sur laquelle sont fixés des éléments de paroi, de plafond et de façade préfabriqués, bâtiment dans lequel:
- pour former l'ossature (1), pour les murs extérieurs et les murs porteurs (2), on relie ensemble des poteaux verticaux (3, 4) à profil en C, et pour le plafond d'étage, des barres profilées de plafond horizontales (17) à profil en C, ainsi que des membrures supérieures et inférieures (8-13) pour former l'ossature porteuse;
- sur les ailes (6) des poteaux (4) situées sur le côté extérieur du mur de la maison sont fixés des éléments de paroi extérieure ou des éléments de façade préfabriqués (18-23), et sur les ailes (7) de ces poteaux (4) situées sur le côté intérieur du mur de la maison ainsi que sur les ailes des poteaux (3) formant le mur de refend sont fixés des éléments de paroi préfabriqués (24, 25) et
- sur les ailes (26) du haut des barres profilées de plafond (17) repose un plancher, et sur les ailes (27) du bas des barres profilées de plafond (17) sont fixés les éléments de plafond préfabriqués (28-31),
caractérisé par le fait que
- les poteaux (3, 4) sont insérés à leurs extrémités supérieures et inférieures par leurs deux ailes (6, 7) entre les deux ailes des membrures supérieures de section en U et des membrures inférieures (8-13) fixées sur un soubassement (16), et les ailes des poteaux et des membrures supérieures et inférieures sont fixées ensemble,
- les barres profilées de plafond (17) sont fixées à leurs extrémités par les surfaces extérieures de leurs dos de profilé sur les surfaces extérieures des dos de profilé des poteaux (4) de deux murs extérieurs, ou porteurs, ou bien elles sont fixées à leurs extrémités d'un côté, par les surfaces extérieures de leurs dos de profilé, sur les surfaces extérieures des dos de profilé des poteaux (4) d'un mur extérieur (1), et à leurs extrémités de l'autre côté elles appuient sur le côté supérieur de la membrure supérieure (13) d'un mur de refend (2) et y sont fixées.
2. Bâtiment selon la revendication 1, caractérisé par le fait qu'on prévoit, pour recevoir une porte ou une fenêtre, entre deux surfaces extérieures tournées l'une vers l'autre, des dos de profilé de deux poteaux constituant les poteaux de porte (32, 33) ou de fenêtre (34, 35), one ouverture de porte, ou de fenêtre (14, 15) dont le linteau de porte ou de fenêtre (36 ou 37) est constitué de deux profilés de linteau (38, 39) de section en U, qui appuient l'un contre l'autre par leurs dos de profilés (40, 41), et qu'on enfile sur des ailes de profilés de linteau (38, 39) des profilés d'habillage (42, 43) ayant des surfaces extérieures lisses.
3. Bâtiment selon la revendication 1, caractérisé par le fait que la bordure (47) d'ouverture de porte ou de fenêtre horizontale supérieure se trouvant dans un mur non porteur, ainsi que l'allège de fenêtre (44) dans l'ouverture de fenêtre (14) sont réalisées sous forme de barres profilées à section en U pourvues de deux parties coudées (45, 46), lesquelles barres profilées sont fixées dans la zone de leurs parties coudées (45,46) sur les poteaux de porte ou de fenêtre (32, 33 ou 34, 35), la barre profilée coudée servant de bordure de porte, ou de fenêtre (47) supérieure horizontale étant réalisée sous forme de membrure inférieure pourvue de parties coudées (48, 49) orientées vers le haut pour les poteaux (4) dans la zone située au-dessus de la porte, ou de la fenêtre, et la barre profilée coudée servant d'allège de fenêtre (44) étant réalisée sous forme de membrure supérieure pour les poteaux (4), avec des parties coudées vers le bas (45, 46) dans la zone de l'appui de fenêtre.
4. Bâtiment selon la revendication 2 ou 3, caractérisé par le fait que dans la zone de la fenêtre et/ou de la porte les extrémités d'un côté des profilés de plafond (17) s'appuient sur le profilé de linteau (38) situé à l'intérieur et dépourvu d'habillage.
5. Bâtiment selon la revendication 2 ou 3, caractérisé par le fait qu'on dispose sur le linteau de porte, ou de fenêtre (36 ou 37) une autre barre profilée (50, 51) à section en U, horizontale, servant de membrure intérieure (10), sur les ailes, orientées vers le haut, de laquelle sont fixées les extrémités inférieures des ailes des poteaux verticaux (4) à profilé en C.
6. Bâtiment selon la revendication 2, caractérisé par le fait que pour fixer les fenêtres et/ou les portes dans les ouvertures prévues à cet effet dans l'ossature porteuse, les portes et les fenêtres sont fixées dans les murs de la maison au moyen de profilés d'embrasure et de linteau (101, 109, 118), qui servent en même temps de bordure dans les façades et les parois intérieures (111, 107) aux endroits des portes et des fenêtres, sur les poteaux (4) pour les murs extérieurs.
7. Bâtiment selon la revendication 6, caractérisé par le fait que le profilé d'embrasure intérieur (101) est réalisé sous forme de profilé coudé comportant
- une surface d'embrasure (104) intérieure s'étendant parallèlement au dos (102) de profilé du poteau (4) ou faisant un angle aigu avec lui, et située à une certaine distance,
- une surface de butée (103) coudée sur un côté de la surface d'embrasure (104) et contre laquelle appuie l'encadrement de fenêtre, ou de porte (105),
- une bande de fixation (129) coudée à partir de la surface de butée (103) et qui appuie sur le dos (102) de profilé du poteau (4) et est fixée sur celui-ci;
- un pli (106) prévu sur l'autre côté de la surface d'embrasure (104), qui constitue une bordure pour la paroi intérieure (107), ainsi qu'
- une bande de fixation (108) coudée à partir du pli (106), laquelle est fixée sur l'aile (7) du poteau (4) située sur le côté intérieur de la maison.
8. Bâtiment selon la revendication 6, caractérisé par le fait que le profilé extérieur d'embrasure (109) est réalisé sous forme de profilé plié, comportant
- une surface d'embrasure extérieure (110) qui constitue la bordure pour l'habillage de façade (111,116),
- une surface de butée extérieure (112) coudée à partir de la surface d'embrasure (110), contre laquelle appuie un élément d'encadrement de porte ou de fenêtre vertical (105) ou un rail de volet roulant (113) disposé entre la surface de butée (112) et l'élément d'encadrement de fenêtre (105), et
- une bande de fixation (126) qui appuie sur l'aile extérieure (6) du poteau (4) et y est fixée.
9. Bâtiment selon la revendication 8, caractérisé par le fait que l'arête extérieure de la surface d'embrasure extérieure (110) comporte un pli (114) qui constitue une bordure pour un habillage de façade extérieur (116), et qu'une bande (115) coudée à partir du pli (116) appuie sur le côté postérieur de l'habillage de façade extérieur (116).
10. Bâtiment selon la revendication 6, caractérisé par le fait que l'élément d'encadrement de fenêtre, ou de porte (105) est fixé sur le dos (102) de profilé di poteau (4) par l'intermédiaire d'un profilé de maintien en Z (117).
11. Bâtiment selon la revendication 6, caractérisé par le fait que le profilé de linteau (118) est réalisé en tant que profilé plié et comporte
- une surface de bordure horizontale (119) comportant sur le côté mur intérieur un pli (120) qui constitue une bordure horizontale pour la paroi intérieure (121), et comporte en outre sur le côté tourné vers l'encadrement de porte, ou de fenêtre, une surface de butée (122) coudée, horizontale, contre laquelle appuie l'élément d'encadrement de porte, ou de fenêtre (123) supérieur horizontal;
- une bande de fixation horizontale (124) coudée à partir de la surface de butée horizontale (122), laquelle bande est fixée sur la délimitation supérieure horizontale de porte, ou de fenêtre, et
- une bande de fixation (125) verticale coudée à partir du pli (120) appuyant contre le côté de mur intérieur, laquelle appuie contre le côté postérieur de l'habillage de paroi intérieure (121).
12. Bâtiment selon la revendication 8, caractérisé par le fait que le profilé d'embrasure extérieur (109) entre la surface d'embrasure extérieure (110) et la bande de fixation (126) comporte deux parties coudées qui constituent des surfaces d'appui (127, 128) pour le rail de volet roulant (113).
13. Bâtiment selon la revendication 1, caractérisé par le fait que, pour ancrer une ossature porteuse d'un mur extérieur ou d'un mur de refend, la membrure inférieure (9, 12) est fixée sur un profilé de pied (201, 202), dont la hauteur par rapport au côté cupérieur (203) du soubassement peut être réglée au moyen de dispositifs de nivellement (204, 205) avant l'appui définitif sur le soubassement (16).
14. Bâtiment selon la revendication 13, caractérisé par le fait que le profilé de pied (201, 202) comporte une partie médiane de profilé (206) délimitée latéralement par deux surélévations du profilé (207, 208) parallèles, s'étendant dans le sens longitudinal du profilé, dont l'écartement correspond à la largeur de la membrure inférieure (9, 12), et la membrure inférieure (9, 12) repose par leurs dos de profilé (209, 210) sur la partie médiane (206) du profilé.
15. Bâtiment selon la revendication 14, caractérisé par le fait que les surélévations de profilé (207, 208) comportent des surfaces d'appui (211, 212) pour les bords inférieurs des éléments de paroi intérieure (24, 25) et des éléments de paroi extérieure (18,19).
16. Bâtiment selon la revendication 14, caractérisé par le fait que la partie médiane de profilé (206) comporte des orifices (213, 214, 215), d'une part pour l'introduction d'une masse coulée soutenant le profilé de pied (201, 202) sur le soubassement (16), dans le volume intermédiaire (217) entre le côté supérieur (203) du soubassement et le profilé de pied (201, 202) réglé à une hauteur déterminée à l'aide des dispositifs de nivellement (204, 205) et d'autre part pour introduire des moyens de fixation (218, 219, 220, 221) pour fixer la membrure inférieure (9, 12) sur le profilé de pied (201,202).
17. Bâtiment selon la revendication 13, caractérisé par le fait que les dispositifs de nivellement (204, 205) sont réalisés sous forme de bou-Ions (229, 230) introduits dans le soubassement (16) par l'intermédiaire desquels, lors du réglage en hauteur, le profilé de pied (201, 202) s'appuie sur le soubassement de façon à pouvoir être réglé en hauteur.
18. Bâtiment selon la revendication 13, caractérisé par le fait que le profilé de pied (202) pour une membrure inférieure (9) du mur extérieur du bâtiment comporte une bande de fixation (222) latérale coudée verticalement vers le bas, qui s'étend parallèlement à la délimitation latérale (223) du soubassement et comporte des fentes longitudinales verticales (224) par lesquelles sont enfilés les moyens de fixation (205), qui sont montés dans une butée (225) disposée dans le soubassement (16) et s'étendant parallèlement au sens longitudinal du profilé de pied (202), et dans laquelle les moyens de fixation (205) peuvent, avant d'être bloqués, être déplacés dans le sens longitudinal du profilé de pied (202).
19. Bâtiment selon la revendication 18, caractérisé par le fait que la bande de fixation latérale (222) comporte une bande de bordure inférieure (226) coudée horizontalement pour un bord inférieur d'une façade extérieure (23).
20. Bâtiment selon la revendication 18, caractérisé par le fait que la butée (225) est réalisée sous forme de rail de retenue, dans lequel sont introduites les têtes (227) de boulons à tête rectangulaire (230), en tant que moyens de fixation (205).
21. Bâtiment selon la revendication 17, caractérisé par le fait que le profilé de pied (201, 202) s'appuie par l'intermédiaire d'écrous de réglage (228) sur des goujons (229) introduits dans le soubassement (16).
22. Bâtiment selon la revendication 1, caractérisé par le fait que pour la liaison d'angle de deux ossatures porteuses des murs de la maison se rejoignant à angle droit dans un angle de la maison, les dos de profilé (102) de deux poteaux (4) formant entre eux un angle droit, qui se trouvent aux extrémités des ossatures porteuses se rejoignant dans l'angle de la maison (301), son reliés au moyen d'un profilé d'angle (302) pour former un profilé creux (303).
23. Bâtiment selon la revendication 22, caractérisé par le fait que les deux poteaux (4) disposés à angle droit l'un par rapport à l'autre se joignent par des parties coudées (304, 305) qui se trouvent entre le dos de profilé considéré (102) et l'aile (7) située du côté intérieur de la maison.
24. Bâtiment selon la revendication 22, caractérisé par le fait que le profilé d'angle (302) comporte deux bandes de liaison (306, 307) situées sur le côté extérieur de la maison et faisant entre elles un angle droit, dont les extrémités sont coudées pour former des ailes de liaison (308, 309), qui sont reliées aux deux dos de profilé (102) des poteaux (4) faisant entre eux un angle droit.
25. Bâtiment selon la revendication 1, caractérisé par le fait que la charpente de toit (52) constituée de fermes (53) est également constituée par des barres profilées de section transversale en C ou en U, et que la ferme (53) appuie par sa membrure inférieure (54) sur la surface extérieure du dos de profilé de la membrure supérieure (8) pour les poteaux (4) du mur extérieur et est fixée sur cette membrure supérieure (8).
26. Bâtiment selon la revendication 25, caractérisé par le fait que, comme bordure de gouttière pour recouvrir les têtes de chevron et fixer une gouttière pour la charpente de toit, un profilé de bordure de gouttière (402) recouvrant les têtes de chevron (401) et muni d'une bande de recouvrement (404) placée sur le côté antérieur des têtes de chevron (401) tourné vers la gouttière, et de deux ailes de fixation (405, 406) coudées à partir de cette bande de fixation (404), est fixé par ces ailes de fixation (405, 406) sur les ailes (407, 408) situées en haut et en bas, des barres profilées constituant les chevrons de toit.
27. Bâtiment selon la revendication 26, caractérisé par le fait que sur la bande de recouvrement (404) est fixée la gouttière (403).
28. Bâtiment selon la revendication 26 ou 27, caractérisé par le fait que la bande de recouvrement (404) comporte des orifices de ventilation (409).
29. Bâtiment selon la revendication 26, caractérisé par le fait que l'aile (405), située en haut, du profilé de bordure de gouttière (402) comporte une surélévation du profilé réalisée sous forme de latte de batellement (410) pour les tuiles de gouttière (411).
EP82102448A 1981-07-31 1982-03-24 Bâtiment à assembler à partir de pièces préfabriquées Expired EP0070962B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82102448T ATE10764T1 (de) 1981-07-31 1982-03-24 Aus vorgefertigten teilen bestehendes montierbares gebaeude.

Applications Claiming Priority (10)

Application Number Priority Date Filing Date Title
DE19813130427 DE3130427A1 (de) 1981-07-31 1981-07-31 Aus vorgefertigten teilen bestehendes montierbares gebaeude
DE3130427 1981-07-31
DE19823200262 DE3200262A1 (de) 1982-01-07 1982-01-07 Verankerungseinrichtung fuer ein traggeruest einer aussenwand oder einer tragenden zwischenwand eines aus vorgefertigten teilen bestehenden montierbaren gebaeudes
DE3200261 1982-01-07
DE8200211U 1982-01-07
DE8200212U 1982-01-07
DE19823200261 DE3200261A1 (de) 1982-01-07 1982-01-07 Halterung fuer fenster und tueren eines aus vorgefertigten teilen bestehenden montierbaren gebaeudes
DE19828200212U DE8200212U1 (de) 1982-01-07 1982-01-07 Eckverbindung fuer zwei traggerueste der hauswaende eines aus vorgefertigten teilen bestehenden montierbaren gebaeudes
DE3200262 1982-01-07
DE19828200211 DE8200211U1 (de) 1982-01-07 1982-01-07 Traufabschluss zur abdeckung von sparrenkoepfen und zur befestigung einer dachrinne

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EP0070962A1 EP0070962A1 (fr) 1983-02-09
EP0070962B1 true EP0070962B1 (fr) 1984-12-12

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EP82102448A Expired EP0070962B1 (fr) 1981-07-31 1982-03-24 Bâtiment à assembler à partir de pièces préfabriquées

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DE3532846C2 (de) * 1985-09-14 1995-05-04 Gerhard Stroer Bauelement zur Erstellung von Gebäuden, auch zur Erstellung von Gebäudemodellen
GB2200383A (en) * 1987-01-22 1988-08-03 Charles Greed Peter Engineered housing
FR2624158A1 (fr) * 1987-12-07 1989-06-09 Sercca Dispositif de facade legere de batiment
DK70997A (da) * 1997-04-10 1998-10-11 Danborg Mogens Modulære systembyggesæt "gør det selv huse".
EP1621692A1 (fr) * 2004-07-19 2006-02-01 M Jacques Riguelle Système de mur porteur pour bâtiment et procédé de construction d'un mur porteur.

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US1762756A (en) * 1926-02-25 1930-06-10 Anchor Corrugating Constructio Building construction
US1858715A (en) * 1928-08-06 1932-05-17 Stewart R Mckay Building construction
US1857326A (en) * 1928-10-18 1932-05-10 Patterson Steel Company Building construction
US1963395A (en) * 1930-12-15 1934-06-19 Gabriel Steel Company Metallic building construction
US1988388A (en) * 1933-01-06 1935-01-15 Mioton Sidney Fitzhugh Structural building frame
PL79950B1 (fr) * 1968-01-31 1975-08-30 Mitsubishi Jukogyo Kabushiki Kaisha

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DE3261505D1 (en) 1985-01-24

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