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EP0070962A1 - 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
EP0070962A1
EP0070962A1 EP82102448A EP82102448A EP0070962A1 EP 0070962 A1 EP0070962 A1 EP 0070962A1 EP 82102448 A EP82102448 A EP 82102448A EP 82102448 A EP82102448 A EP 82102448A EP 0070962 A1 EP0070962 A1 EP 0070962A1
Authority
EP
European Patent Office
Prior art keywords
profile
building according
wall
flanges
bars
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP82102448A
Other languages
German (de)
English (en)
Other versions
EP0070962B1 (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 DE19828200212U external-priority patent/DE8200212U1/de
Priority claimed from DE19828200211 external-priority patent/DE8200211U1/de
Priority claimed from DE19823200261 external-priority patent/DE3200261A1/de
Priority claimed from DE19823200262 external-priority patent/DE3200262A1/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 relates to an assembled building consisting of prefabricated parts with a supporting structure consisting of interconnected metal profile parts, to which prefabricated wall, ceiling and facade parts are fastened.
  • the object of the invention is therefore to create a prefabricated parts assembled building of the type mentioned, in which the creation of the outer walls and the load-bearing walls without the use of specially trained specialists and without expensive equipment. that is achieved with simple tools in a stable construction.
  • a shell structure can be produced in a simple manner.
  • the connection of the individual profiled bars to one another can be accomplished simply, for example by screwing, for which purpose predrilled holes are present in the flanges in particular in the upper chords and lower chords of the supporting frame, which designate the connection points with the ends of the supporting profiled bars.
  • 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 support profile bars.
  • 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 material 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 frame consisting of the profiled bars, on which a conventional roof construction or one that is also made of C or. U-shaped profile bars can be mounted, can be covered in a simple manner with plastic films weatherproof.
  • the completed building is also characterized by its seismic safety and also by the easy accessibility of the sanitary and electronic installations, so that repairs in this regard can be carried out easily. In addition, remodeling or renovations can also be carried out easily.
  • the measure specified in subclaim 2 further increases the stability of the supporting structure and in particular its stability. This is further supported by the measure of claim 3.
  • the possibility of creating door and window openings into which the door and window frames can be easily installed is ensured with simple means, since the door and window openings have flat, smooth surfaces, which are formed by the outer surfaces of the profile webs, are outlined.
  • 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 the openings provided in the supporting structure in a simple manner.
  • the doors and / or windows are fastened to the vertical support profile bars 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 several types of curtain walls. Uniform reveal and lintel profiles can therefore be used for different types of curtain walls.
  • the soffit and lintel profiles can be designed so that they can be mass-produced in the factory as pre-made plastic parts. Depending on the respective application, they must then be cut to the required length.
  • the reveal and lintel professionals 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 bends also form stop surfaces for vertical and horizontal door or window frame parts, as well as fastening webs which they are attached to the vertical support profile bars of the supporting structure of the assembled house.
  • 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 support profile bars forming the supporting frame, which delimit the door or window openings.
  • An anchoring device is specified by claim 26 and in a further development by claims 27 to 34, with which leveling and alignment of the structure 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 that support the foot profile on the base make it possible; adjust the foot profile to a certain horizontal level that is a certain distance from the surface of the base.
  • 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 bevelled, vertically extending fastening strip which 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.
  • the profile webs of two support profile bars 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 to form a hollow profile by means of a corner profile.
  • the corner profile also serves as a cladding external corner profile on the corner of the house, on which the two supports abut scaffolding.
  • 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.
  • a eaves end profile covering the rafters is fastened with a cover web arranged on the front face of the rafters facing the gutter and with two fastening flanges bent from this cover web with these fastening flanges on the top and bottom flanges of the profile bars forming the rafters.
  • This eaves finish not only a rafter finish or a cover of the rafter heads is achieved, but it can also be attached to the gutter at this eaves finish.
  • 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 supporting inner wall 2 and for a floor ceiling 3 is formed by substantially uniformly shaped profile bars.
  • the outer walls are formed by support profile bars which have a C-shaped profile.
  • These support profile bars are arranged vertically and attached with their lower ends to horizontal profile bars with a U-shaped cross-section (U-profile).
  • flanges 6 and 7 of the support profile bars are screwed at their lower ends to the upstanding flanges of 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 support profile bars 5 with a C-shaped profile are also used in the internal load-bearing wall 2. These are connected to a lower flange 12 in the same way as the support profile bars 4.
  • the lower flange 12 is also fastened to the concrete base 16 by screws.
  • U-shaped support profile bars can also be used, whereby, as with the C-shaped profile, the profile height of the support profile bars 4 and 5 depends on the distance between the flanges of the upper and lower chords horizontal U-shaped profile bars 9 and 12 is adapted.
  • the detailed representation A shows the connection of the lower chord and the support profile rod and the detailed display D shows the connection of the support profile rod with the upper chord.
  • the support profile bars 4 and 5 are fastened at the upper ends to profile bars 8 and 13 with U-shaped cross section, which serve as upper chords.
  • the upper ends of the flanges of the support profile bars 4 and 5 are fastened to the downward-facing flanges as the top straps serving profile bars 8 and 13.
  • the attachment is also preferably done with the help of screws.
  • ceiling profile bars 17 are used 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 support profile bars 4 of a house wall and the other ends are supported on the upper flange 13 of the supporting structure for the load-bearing inner wall 2.
  • the ceiling profile bars 17 are with the outer surface of their profile bars on the outer surfaces of the Profile bars of the support profile bars 4 are screwed to the support profile bars 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 mutually facing outer surfaces of the profile ridges of two support profile bars, which on the one hand form the door posts 32 and 33 and on the other hand the window posts 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.
  • Both the door lintel and the window lintel 36 and 37 are formed from two profile bars 38 and 39 (lintel profile bars) 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 upward-facing flanges of which the lower ends of the flanges of vertical support profile bars 4 with a C-shaped profile are fastened.
  • the fastening is carried out in the same way as the fastening with the lower chords 9 and 12, as can be seen in the detailed illustration A from FIG. 1.
  • the one earth of the ceiling profile bars 17 in the area of the door opening 15 above the lintel 36 is connected to the support profile bars 4 present there, the outer surfaces of the profile webs of the support profile bars 4 and of the ceiling profile bars 17 abutting one another.
  • the connection takes place as can be seen in the detailed illustration B from FIG. 1.
  • the ceiling profile bars 17 are supported on the frame 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.
  • an upper horizontal termination 47 of the door or window opening which is present in a non-load-bearing wall, and a parapet latch 44 in the window opening 14 can be used as a profile bar with two folds 45, 46 with a U- be shaped profile.
  • 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 bevels 48 and 49 are directed upwards and the profile bar acts as a lower flange for the support profile bars 4 located 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 connected to one another with the aid of connecting plates and screws.
  • the connection of the roof structure or each binder with the supporting structure of the outer walls is achieved in that a lower flange 54 of each binder 53 rests on the outer surface or on the upward surface of the profile web of the top flange 8 for the support profile bars 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 detail cell D from FIG. 1.
  • FIG. 9 shows a ceiling structure in which an impregnated chipboard 28 rests on the horizontally lying ceiling profile bars 17, two of which can also be connected to form a double T-beam, over which an impact sound insulation 29 and a screed 30 are arranged are.
  • On the screed 30 z. B. are a carpet 31.
  • FIG. 10 shows an example of an inner wall and an outer wall in a sectional representation.
  • Two plasterboard plates 24 and 25, one above the other, are fastened to the inner flange 7 of a support profile rod 4 with the aid of screws. These form the inner wall parts.
  • the expense is formed by a plasterboard 18, which is fastened by means of screws to the overlying flange 7 of the support profile rod 4.
  • the plasterboard 18 can also be provided with a vapor barrier film 61.
  • the horizontal profile bar located on the window lintel 37 serves as umewaurt 10 for the support profile bars 4 lying above it. It can also be seen from the detailed illustration position E that the lower flange 10 or the horizontal profile bar 51 is fastened to the rigid 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 upper chord 11 in the area of the window parapet for the support) profile bars 4 present there.
  • the connection between the downward flanges of the parapet 44 with the upper ends of the flanges of the support profile bars 4 is carried out in the same way as the connection to the upper flange 8 by means of screws, as can be seen from the detailed illustration D.
  • two support profile bars 4 with their flanges 6 and 7 facing each other on the flanges one of the two to fasten the abutting upper chords 8 and one of the abutting lower chords 9 each.
  • the two support profile bars 4 can be fastened with their profile webs to the flanges of the one upper chord or one lower chord, as shown in FIG. 3.
  • 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 support profile bars 4, one of which is shown in section in FIG. 1.
  • 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 adjacent to the boundary edge of the inner wall 107 leg of the fold 106 is folded and continues in a fastening web 108 which abuts an inner flange 7 of the vertical support profile rod 4 and is attached to this.
  • the fastening web 108 lies on the back 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 embodiment of 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 chamfer surface lies against the profile web 102 of the vertical support profile rod 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 an L-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 support profile rod 4 and is fastened to it.
  • the two folds 133 and 134 of the 1-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 1-shaped fastening profile 117 is fastened to the bottom of the panel 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 side facing 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 a bevel 137 to a fastening web 126 which rests on the outer flange 6 of the vertical support profile rod 4 and is fastened to this flange 6.
  • the fastening web 126 is located between the outer flange 6 of the support profile rod 4 and the outer wall 111, which may consist 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 contact surface 127 running parallel thereto, which is formed by a beveling of the embodiment of the outer reveal profile 109 shown in FIG. 12
  • Contact surface 127 is formed by a bend on the side of the reveal surface 110 facing the window. A further bend is present on contact surface 127, which forms a further contact surface 128 which bears laterally on 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 support profile rod 4 and is fastened.
  • the 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 way 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, has been bent off to form a fastening strip 125 tet, which is located on the back of the inner wall panel 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 and bears against the upper horizontal window opening boundary. and is attached.
  • 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 that 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. That with this Anchoring device used foot profile 202 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 lies laterally on elevations 207 and 208 of the foot profile piece 202. In this way, an alignment in a desired line of alignment 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 be in agreed at regular intervals on the fastening strip. 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 distance of the fastening strip 224 relative 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.
  • These leveling devices 204 are located on the other elevation 2U7 of the foot profile 202, the leveling devices 204 likewise being provided at least in each case at the two ends of the foot profile.
  • 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. Through these leveling nuts can be achieved in cooperation with the Nivelliereinri 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.
  • 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, corresponding openings for the introduction of the casting compound into the intermediate space 217 can also be 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.
  • 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 fastening strip 222 of the embodiment of FIGS. 15 and 1 6 has the in FIG.
  • Foot profile 201 is also a laterally extending support bar 234 shown 17 so that the foot profile 201 is bounded laterally by two parallel supporting limbs 234, in 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 space 217 between the base profile 201 and the base top 203 is poured out in the same manner as in the exemplary embodiment in FIGS. 15 and 16.
  • FIGS. 18 and 19 show, two support profile bars 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 are between profile webs 102 of the support profile bars and on the Flanges 7 of these support profile bars 4 lying on the inside of the house lie against one another in such a way that the profile webs 102 of the two support profile bars 4 form a right angle with one another.
  • the two flanges 7 of the support profile bars 4 lying on the inside of the house form a right angle with one another.
  • the support profile bars 4 are designed as C-profiles.
  • 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 support profile bars 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 made 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.
  • the flanges 7 of the vertical support profile bars 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 support profile bars and the upper and lower chords, of which the lower chords 9 are shown in FIG. 18, of sheet steel profiles which are cold in order to achieve adequate corrosion protection, in particular at the drilling points and at the interfaces of the profiles can be galvanized, for example in the form of zinc paint or by spraying.
  • Facade parts 116 can be fastened to the outer walls with the aid of shaped profiles 310.
  • 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 closure 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 end face of the rafter heads, of which a rafter head 401 is shown, and two of this cover web 404 has folded mounting flanges 405 and 406.
  • the upper fastening flange 405 is fastened to the upper flange 407 of a profiled bar which forms the rafter and of which the rafter head 401 is shown, and the lower fastening flange 406 of the eaves closure is fastened to the lower flange 408 of the rafter head 401.
  • 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 elevation has a substantially rectangular cross section and extends from the flange 407 of the roof rafters 401 lying above with the lateral boundary surfaces perpendicularly 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, z. 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 seal for covering rafter heads and for fastening a gutter 403 for a roof structure, which is formed from profile bars with a C or U profile, in which an eaves seal profile 402 covering the rafter heads 401 is provided, which is attached to 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.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
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
DE3130427 1981-07-31
DE19813130427 DE3130427A1 (de) 1981-07-31 1981-07-31 Aus vorgefertigten teilen bestehendes montierbares gebaeude
DE3200262 1982-01-07
DE3200261 1982-01-07
DE19828200212U DE8200212U1 (de) 1982-01-07 1982-01-07 Eckverbindung fuer zwei traggerueste der hauswaende eines aus vorgefertigten teilen bestehenden montierbaren gebaeudes
DE8200211U 1982-01-07
DE19828200211 DE8200211U1 (de) 1982-01-07 1982-01-07 Traufabschluss zur abdeckung von sparrenkoepfen und zur befestigung einer dachrinne
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
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

Publications (2)

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

Family

ID=27510670

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82102448A Expired EP0070962B1 (fr) 1981-07-31 1982-03-24 Bâtiment à assembler à partir de pièces préfabriquées

Country Status (2)

Country Link
EP (1) EP0070962B1 (fr)
DE (1) DE3261505D1 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3532846A1 (de) * 1985-09-14 1987-03-26 Gerhard Stroer Bauelement zur erstellung von gebaeuden, auch zur erstellung von gebaeudemodellen
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
WO1998048124A1 (fr) * 1997-04-10 1998-10-29 Mogens Danborg Systeme de construction et elements de ce systeme utiles pour des maisons a monter soi-meme
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.

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1762756A (en) * 1926-02-25 1930-06-10 Anchor Corrugating Constructio Building construction
US1857326A (en) * 1928-10-18 1932-05-10 Patterson Steel Company Building construction
US1858715A (en) * 1928-08-06 1932-05-17 Stewart R Mckay 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
DE1905247A1 (de) * 1968-01-31 1970-05-14 Mitsubishi Heavy Ind Ltd Bainitischer Stahl hoher Zerreissfestigkeit

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
DE1905247A1 (de) * 1968-01-31 1970-05-14 Mitsubishi Heavy Ind Ltd Bainitischer Stahl hoher Zerreissfestigkeit

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3532846A1 (de) * 1985-09-14 1987-03-26 Gerhard Stroer Bauelement zur erstellung von gebaeuden, auch zur erstellung von gebaeudemodellen
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
EP0320359A1 (fr) * 1987-12-07 1989-06-14 Sercca Dispositif de façade légère de bâtiment
WO1998048124A1 (fr) * 1997-04-10 1998-10-29 Mogens Danborg Systeme de construction et elements de ce systeme utiles pour des maisons a monter soi-meme
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.

Also Published As

Publication number Publication date
EP0070962B1 (fr) 1984-12-12
DE3261505D1 (en) 1985-01-24

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