EP1859108B1 - Frames for buildings - Google Patents
Frames for buildings Download PDFInfo
- Publication number
- EP1859108B1 EP1859108B1 EP06704753A EP06704753A EP1859108B1 EP 1859108 B1 EP1859108 B1 EP 1859108B1 EP 06704753 A EP06704753 A EP 06704753A EP 06704753 A EP06704753 A EP 06704753A EP 1859108 B1 EP1859108 B1 EP 1859108B1
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- EP
- European Patent Office
- Prior art keywords
- frame according
- frame
- elements
- horizontal
- vertical supports
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining plates
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining plates
- E04B2001/2648—Brackets, gussets or joining plates located in slots of the elongated wooden members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B2001/2696—Shear bracing
Definitions
- the invention relates to a frame for a building of any kind, which frame the basic structure of the building (the building), e.g. a dwelling house or a hall forms, consisting of vertical uprights and horizontal beams, wherein at least two frame members are provided, each consisting of at least two vertical uprights and at least one, connected to these horizontal support, and wherein the frame elements spaced from each other and connected to each other.
- the building e.g. a dwelling house or a hall forms, consisting of vertical uprights and horizontal beams, wherein at least two frame members are provided, each consisting of at least two vertical uprights and at least one, connected to these horizontal support, and wherein the frame elements spaced from each other and connected to each other.
- a frame for a building according to the introductory part of claim 1 is known from US-A-3662502 and also from the US4265176 known.
- a modular building which has a frame of horizontal beams and vertical bars.
- the horizontal bars are arranged from above and from below to the vertical uprights.
- wall elements can be used from the outside, which are arranged between the horizontal bars and the vertical uprights.
- the invention has for its object to provide a framework of the type mentioned, with the building in the desired dimensions and equipment (utility, housing, etc.) can be produced.
- the object of the invention is to specify a framework for buildings that meets the requirements explained above.
- the frames of these buildings must be firmly fixed, which means that the connections of the vertical and horizontal support elements (posts and beams) must be designed so that they the loads of the building, the frame according to the invention has, withstands.
- loads are loads acting on the inside of the building as well as external loads such as wind.
- the inventively proposed construction of the frame is the desired freedom of movement of the size, shape and equipment of the frame according to the invention having buildings and Stability of the frame and the building equipped with it, whether it be a residential building, a hall building or another building, with the simplest means and reliably guaranteed.
- connection (horizontal stiffening) of the frame elements takes place mutually by arranged between vertical uprights of the frame members of the frame, horizontal latch which results in a greater freedom in the design of the outside of a building having the frame according to the invention.
- the bars connecting the vertical uprights of the frame elements bear wall elements on their side facing the outside of the frame.
- the wall elements which are connected to the horizontal bars can be designed with windows and / or doors.
- struts In addition to horizontal bars, which interconnect frame members of the frame, can be arranged between vertical uprights of the frame members also obliquely aligned to the vertical uprights struts. It is preferred if the obliquely oriented struts are arranged in corner regions of the frame according to the invention.
- the struts are preferably aligned so that they are arranged between arranged in the region of corners of the frame according to the invention, vertical uprights, and are aligned obliquely upwardly extending to the arranged in the region of the corner, vertical uprights of the frame according to the invention.
- the embodiment of the frame with oblique struts between vertical uprights of adjacent frame members can also be modified so that between the uprights, approximately at half the height of the uprights, a horizontal strut (cross strut) is provided, above and below the horizontal strut, at least each an oblique bracing is provided so that a kind of "framework" results.
- the wall elements provided according to the invention are usually projected high, wherein the wall elements abut one another, in particular in the area of floor slabs, or can be designed to overlap one another and be attached to the frame.
- wall elements attached to the frame according to the invention serve as additional stiffening elements, which connect side-by-side frame elements with each other and hold them in the desired position, so that a dimensionally stable frame for the building results.
- stops are provided which facilitate aligned with the outside of the frame aligning the connected for example with horizontal bars wall elements ,
- the wall elements provided may be made of metal (sheet metal), plastic, wood or mineral material or combinations of these materials.
- a wall element may be composed of a plurality of generally vertically aligned webs (strips).
- stops can be smooth or profiled and strips of wood, metal (sheet metal), mineral material or plastic. It suffices if the stops have a strength sufficient to enable them to fulfill their function as stops for the wall elements.
- the wall elements can be prepared by first the bars in a corresponding number (usually two bars) with the vertical uprights by fittings, straps, angle od. Like. Connected and then the wall elements are attached.
- Wall elements especially those with larger dimensions, ie wall elements for commercial buildings, can also be vertical or horizontal axes, which are defined for example by hinges, are pivoted into position between vertical uprights of frame members. This also applies to smaller wall elements, but for which it is also considered that they are moved from the outside or (preferably) from the inside into their position of use between vertical uprights, as described above.
- a plaster or the like can be attached outside the wall elements, which may carry outside or (preferably) inside an insulating layer.
- the plaster between the trained as hoods attacks can be arranged so that the plaster is interrupted by the attacks.
- frame elements are not only aligned transversely to the longitudinal extent of a building, but that (at least one) frame element is also aligned parallel to the longitudinal extent of the building.
- tabs or brackets can be arranged adjacent to opposite outer sides of the uprights and beams and connected to uprights and beams, or there are tabs or brackets in (slot or slot-shaped) recesses inserted into ends of uprights and straps.
- the vertical uprights of a frame forming frame elements according to the invention can also be connected to each other in a stable position by stiffening fields used between the vertical uprights.
- Such stiffening fields are, for example, rigid wooden frame, which are arranged between the vertical uprights, and having, for example, oblique struts. It can be provided per stiffening field a diagonal strut or there are two oblique struts and between a horizontal cross member ("framework") provided.
- stiffening panels and / or cross braces are fixed by means of releasable wedges, steel screws, or the like. This allows, if necessary (for example, in a repair), in the case of additional installations, and the like. Stiffening panels or diagonal struts, temporarily remove or replace.
- FIG. 1 schematically a frame for a building
- Fig. 2 an embodiment for the connection of vertical uprights and horizontal beams by means of metal angles
- Fig. 3 another embodiment of a connection of vertical uprights and horizontal beams by means of metal angles
- Fig. 4 an embodiment of the connection of a carrier of a false ceiling with a stand of frame elements connecting bolt
- Fig. 5 three different embodiments of metal angles (shown in abutment with each other)
- Fig. 6 a section of a frame according to the invention in view
- Fig. 7 a section along the line VII-VII in Fig. 6
- the 8 to 11 schematically further embodiments of the connection between vertical uprights and horizontal beams
- FIG. 12 and 13 two possible embodiments of horizontal supports made of metal (steel), Fig. 14 an oblique brace for bracing between vertical uprights of frame elements, Fig. 15 a stiffening in the manner of a framework between vertical uprights of frame elements, Fig. 16 the connection of a horizontal beam to a vertical upright of frame elements, Fig. 17 another embodiment of the connection of horizontal beams to vertical uprights and Fig. 18 in the horizontal section, the arrangement of outer wall elements on a vertical upright that makes up no part of the invention Fig. 19 a vertical upright made of metal, Fig. 20 similar in a view Fig. 7 an embodiment which does not form part of the invention with a hinged wall element and Fig. 21 the embodiment of Fig. 20 in side view.
- FIG. 1 An in Fig. 1 shown frame 1 for a two-story (residential) building consists of several vertical uprights 3 and connected to these, arranged in the example in two superimposed planes, horizontal beams 5 and 7.
- the frame members 9 thus formed from two vertical uprights 3 and each at least one, in particular at the upper end of the uprights 3 arranged horizontal support 5 - in the embodiment with two horizontal beams 5 and 7 - are set up parallel to each other and fixed to the ground by means of ground anchors or with the help of laid bars and steel angles. Any other attachment of the frame members 9 on the ground or on foundations is also considered for the frame 1 according to the invention.
- the frame elements 9 on the two longitudinal sides (parallel to the image plane of Fig. 1 extending sides of the frame 1) with horizontally extending bars (bolt), in the embodiment post 11, screwed.
- these posts 11 consist of at least two longitudinally adjacent and mutually connected by means of nail plates 13 posts 15 which are connected in the area of each floor at the top and bottom of stacked uprights 3 by means of metal angles 17 with the frame members 9 ,
- a connection between posts (bars) 11 and a frame element 9 is exemplified in FIG Fig. 4 shown.
- connection of the upper horizontal support 5 with vertical uprights 3 takes place for example by means of in Fig. 3 shown embodiment and arrangement of metal angles 17 (angle 17 made of sheet metal, in particular steel sheet).
- angle 17 made of sheet metal, in particular steel sheet.
- the outer edges 24 of the vertical legs 23 of the metal angle 17 are flush with the end faces of the carrier 5.
- struts 70 be provided, as in the FIGS. 14 and 15 are shown.
- Fig. 14 shows an embodiment with an obliquely extending from bottom to top brace 70, wherein the brace 70 is preferably arranged so that it extends obliquely upward to a arranged in the corner of a frame 1 according to the invention vertical upright 3 and is arranged angle stiff.
- a truss can be selected ( Fig. 15 ), in which at least two obliquely extending struts 70 are provided, which are arranged above and below a horizontal transverse strut 72 between vertical uprights 3 of frame elements 9.
- struts 70 may mutatis mutandis also be used for between vertical uprights 3 of frame members 9 used stiffening elements having a substantially rectangular frame and therebetween at least one inclined strut 70.
- Both inclined struts 70 according to the FIGS. 14 and 15 as well as stiffening elements, which are used between vertical uprights 3, can by means of wedges 74 ( Fig. 15 ) or other releasable fasteners (setscrews) are releasably fixed so that they can be removed if necessary.
- Such inclined struts 70 which are used directly between vertical uprights 3, or are provided in separate Aussteifungsfeldern are used in particular in the corner of frame 1 according to the invention, these stiffening fields can be configured as grids, which are usually without doors and / or Have windows.
- connection of a horizontal beam 5 to vertical uprights 3 of frame members 9 by means of tabs 76 allows the vertical uprights 3, especially at higher frame 1, the front side without interposition of crossbars abut each other, so that the load capacity is not affected (frontally loaded Wood has a high load capacity, unlike wood loaded transversely to the grain direction).
- the tabs 76 can as in Fig. 16 shown to be arranged on the two outer sides of both the vertical post 3, and the horizontal support 5.
- the tabs 76 which fasten a horizontal support 5 in the abutting area between two end-to-end sections of vertical uprights 3 on the vertical upright 3, can be arranged inside the horizontal support 5 and the vertical upright 3 (in slot-shaped or slot-shaped recesses) ,
- This embodiment will be chosen in particular if the horizontal support 5 and / or the vertical upright 3 consists of at least two longitudinally juxtaposed and interconnected wooden parts.
- projections 78 are integrally formed on their vertically aligned legs. These protrusions 78 protrude from the uprights 3 on the opposite side of the horizontal supports 5, and serve as a support for horizontal posts (latch) 11. Such with respect to the frame members 9 outwardly projecting projections are particularly advantageous when horizontal posts or bars 11th Exterior wall cladding elements are attached, since the projections 78 ablate the vertical forces in the frame 1 according to the invention.
- the projections 78 may also 17 independent parts of tabs 76 or 60 or metal angles, which are separately attached to vertical uprights 3 of frame members 9 according to the invention where they are needed.
- the legs of the tabs 76 may holes 19 and / or bent-out nails 21, as in connection with the metal angles 17 (FIG. Fig. 5 ).
- the horizontal posts 11, which connect frame elements 9 to each other to the frame 1, be wooden posts, as for example with reference to Fig. 4 is described.
- the horizontal latch 11 may also be metal profile strips, which is particularly advantageous for provided at the lower ends of the vertical uprights 3 of the frame members 9 bolt 11, since they can be made narrower than wooden latch, so there is not lost so much height.
- Fig. 8 It is shown that the connection between two vertical uprights 3 and a horizontal support 5 or 7 of the frame members 9 and / or of frame members 9 with the frame members 9 interconnecting posts (bars) 11 is carried by tabs 60, both in the horizontal support as well as in vertical uprights 3 - in each case in the end region (in there provided slotted or slit-shaped recesses) - intervene.
- These tabs 60 consist for example of metal and are connected to the uprights 3 and the horizontal beams 5 at the ends, for example by screws or bolts.
- the uprights 3 and / or the supports 5 are made of wood, it is preferred if the uprights 3 and / or the supports 5 are composed of at least two interconnected wooden parts. In the joint between the two wooden parts, which form interconnected carrier 5 or upright 3, tabs 60 can be arranged and fixed there.
- the means screws, bolts and the like
- which connect the wood parts to each other to uprights 3 and / or supports 5 or 7 also serve to fix the tabs 60 (or tabs 76) in the upright 3 and in the support 5, respectively ,
- the tabs 60 may be arranged in alignment with the web 62 of the I-beam 61 and are connected thereto, for example, welded or bolted or riveted. In this case, the tab 60 forms as it were an extension of the web 62 of the I-beam 61. If vertical uprights 3 consist of I-profile steel 61 tabs 60 may be connected to the web 62 in alignment with a leg projecting from the center thereof, such as this in Fig. 19 is shown. Also on both sides of the uprights 3 protruding tabs 60 are possible in uprights 3 I-profile steel 61.
- the tabs 60 may be disposed between the webs 64 of the U-profiles 63 and secured there by means as described above for the embodiment of Fig. 12 is specified.
- FIGS Fig. 9 to 11 and Fig. 17 show a corner node, Fig. 10 a T-node and Fig. 11 a cross knot, as it will be found, for example, inside buildings.
- a connection between the uprights 3 and horizontal beam 5 or 7, or as a node, according to the 8 to 11 may be formed when both the uprights 3 and the carrier 5 are made of wood.
- the tab 60 which connects the horizontal support 5 with the vertical upright 3, is in corresponding slit or slot-shaped Recesses, preferably arranged in the longitudinal center of the vertical post 3 and the horizontal support 5. This embodiment is preferred if at least one of the horizontal beams 5, 7 or vertical uprights 3 consists of two longitudinally juxtaposed wooden parts which are connected to one another.
- one of vertical upright 3 or horizontal support 5 or 7 is made of wood and the other part of a frame element 9 is made of metal (steel), consideration is given to angle 17, tabs 60 or tabs 76 only within the one part (upright or support) to arrange from wood.
- the described embodiment of the frame 1 according to the invention further provides the advantage that in the remaining between the uprights 3 and the post 11 open spaces (fields) windows and / or doors can be arranged largely freely chosen.
- frame 1 for (residential) buildings with load-bearing central longitudinal wall it is possible to expand this as a stabilizing factor for the frame 1 according to the invention.
- the uprights 3 at the top on both sides with metal angles 17 or tabs 60 (FIG. 8 to 11 ), on which cross-over posts (eg horizontal beams 5 or 7) are screwed.
- These posts serve as a support for ceiling joists, which may optionally be screwed with metal brackets 17 to the posts, the outer ends, for example by means of metal angles, are fixed to the outer walls.
- This reinforced in the manner described central longitudinal wall allows to carry out the outer walls in lightweight construction, in particular, on a good insulation, primarily thermal insulation, consideration can be taken.
- the uprights 3, intermediate posts 6, posts 11 and beams 5, 7 used for the frame 1 according to the invention may be made of wood or steel profiles, with combinations of uprights 3, intermediate 6 supports 5, 7 and posts 11 made of different materials (wood and steel) are possible. Also steel profiles or elements of the frame 1 according to the invention of different materials can be connected to each other by means of (perforated) metal bracket 17 or tabs 60, 76.
- Fig. 5 are - contiguous - three different embodiments for usable in the frame 1 of the invention metal angle 17 shown.
- These angles 17 are made of sheet metal, preferably sheet steel, and are rounded in the corner 18 outside and inside, as in Fig. 5 is shown. These roundings favored the flow of force in the material.
- holes 21 for the penetration of fasteners such as screws or nails 23 (similar nail plates) or combinations of holes and punched and bent nails (similar nail plates) can be provided depending on the embodiment.
- Fig. 5 shows Fig. 5 below a metal angle 17, which has exclusively punched and bent out of the plane of the angle 17, for example, 90 ° nails 21 in two legs 23, so that this embodiment of the metal angle 17 can be used in the manner of a nail plate.
- Fig. 5 shows in the middle an embodiment of a metal angle 17, in which only holes 19 are provided for the passage of fasteners.
- the holes 19 are provided in both legs 23 of the metal angle 17.
- the third, in Fig. 5 The above embodiment of a metal angle 17 has in both legs 23 both punched and bent out of the plane of the angle nails 21 and holes 19 for the penetration of fasteners, the embodiment is selected so that the punched nails 21 (similar nail plates) in the outer ends of the legs. 23 of the metal bracket 17 and the holes 19 for the passage of fastening screws od. Like. Attachment near the corner 18 of the metal angle 17 are provided.
- metal angles 17 can be used, the legs 23 are connected to legs 23 adjacent to each other.
- the angles 17 together form an angle of 90 °.
- Such interconnected (welded) metal angle 17 together form a flat "T" (similar to the tabs 76 of Fig. 16 ) or a "T" which is angled in the area of the central "T" -shank.
- metal angles 17, which have both holes 19 for the passage of fasteners as well as punched and bent-out nails 21, are particularly advantageous because these metal angle 17 facilitate assembly, since they set with hammer blows the parts to be joined together, whereupon then final connection without further aids, which hold the parts together, by placing fasteners, such as screws, bolts or nails done.
- the frame 1 according to the invention for a building can be used, for example, for the construction of halls.
- the time and effort-saving design of the frame 1 according to the invention is particularly effective in hall construction, since facades are often expanded without windows, especially in hall buildings light incidence often occurs through light openings (skylights or the like) in the roof area.
- metal angle 17 in particular steel angle, for the rectangular connection of the components of the frame 1 according to the invention are independent of the actual frame construction and its structure of inventive importance. Particular consideration is given to metal angle 17, in which combinations of holes 19 and punched nails 21 (similar to those of nail plates) are provided.
- the metal angles 17 are arranged in the frame 1 with different orientations.
- the metal angles 17 connecting the vertical uprights 3 to the horizontal beams 5, 7 are aligned in one plane whereas the metal angles 17 defining the posts 11 on the outside of the vertical uprights 3 are perpendicular to the aforesaid planes Layers arranged. This leads to an all-round stiffness of the frame 1 forming a structure according to the invention.
- the Upper horizontal support 5 of each frame member 9 are formed as a straight carrier 5, in the context of the invention, an embodiment is considered, in which the horizontal support 5 of each frame member 9 or at least individual frame members 9 of the frame 1 according to the invention the roof shape of a using the inventive frame 1 are adapted to be manufactured.
- the upper beams 5 of all or individual frame elements 9 of the frame 1 according to the invention can be inclined to the horizontal at the angle of the pent roof.
- other roof forms such as a pitched roof, a hipped roof, a mansard roof and the like.
- the uprights 3 may consist of two uprights 3, which are arranged without interposing, for example, horizontal beams 7 and indirectly on each other (shock 47). So there is a higher load-bearing capacity and load capacity.
- horizontal support 5, 7 may be provided, which are arranged engaging between the ends of stacked vertical uprights 3.
- latches 37 which are horizontally aligned are attached.
- the latches 37 are fastened to the vertical uprights 3 with the aid of metal angles 43, 44 and fastening screws.
- the bars 37 carry a wall element 39, which is composed in the embodiment shown of several vertical webs. These tracks can be plastic tracks, metal sheets or wooden boards. Also in Fig. 7 is shown on the inside the wall element 39 insulation 41 may be provided.
- the bars 37 are connected to a wall element 39 to form a unit before they are placed between vertical uprights 3 and fastened there.
- This is a simplified operation, since it is sufficient, for example, to connect a wall element 39 with two bars 37 to form a unit. lying on the ceiling 30 or a floor and then just folded up.
- 3 stops 50 are provided on the outside of the vertical uprights. The stops 50 extend at least over part of the height of the vertical uprights 3 and project on both sides via the vertical uprights 3. With the laterally projecting beyond the uprights 3 areas, the stops 50 ensure the precise alignment of wall elements 39 without special attention is required.
- an insulation 41 may be attached on the inside of the wall elements 39. This insulation 41 is (see. Fig. 7 ) between the bars 37 and / or on the interior of the building facing side of the latch 37 may be arranged. The insulation 41 may be applied during assembly of the unit of wall element 41 and latches 37 or after installation of the unit between uprights 3 of the frame 1.
- plaster 45 extends only between the stops 50 or alternatively between uprights 3, that is interrupted by the stops 50 or the uprights 3.
- connection of horizontal beams 5, 7 may preferably be formed as described with reference to FIG Fig. 16 has been explained.
- a wall member 39 as follows with reference to the FIGS. 20 and 21 described, be placed between vertical uprights 3 in position.
- the intrinsically rigid and finished wall element 39 is hinged on hinges 90 either on horizontal components (eg a false ceiling) between vertical uprights 3 or also hinges 90 on a vertical upright 3 itself, so that it is in position between vertical upright 3 either a horizontal ( at the lower end of the wall element 39) axis (as in FIGS. 20 and 21 ) or about a vertical axis, which is in the range of one of the two posts 3 between which a wall element 39 is to be placed in position, can be pivoted into its position of use.
- This operation has the advantage that an accurate positioning of the wall member 39 is easily possible and the wall member 39, if desired, can be opened again.
- This embodiment also makes it possible to make the stops 50 (hoods), which are attached to the vertical uprights 3, narrower, so that they protrude only slightly over the uprights 3.
- the final fixing of the wall member 39 can be done in any way, for example, with separate fasteners or even with the help of wedges that are hammered or pressed into the butt joints between vertical uprights 3 and 39 wall element.
- a joint seal 91 for example, from the inside, can be mounted in the joint area between the wall element 39 and the stops 50.
- the hinges (hinges) 90 may be attached, for example, to a false ceiling 30 or a ceiling support beam.
- the one part of the hinges which may be formed as trunnion hinges, for example the "female" parts, be attached to a horizontal member, e.g. attached to the false ceiling 30, and then push the wall member 39 with other hinge parts attached thereto, for example, the hinge pin ("male" parts) in the mounted on the horizontal component parts of the hinges.
- stops 50 protrude only slightly beyond the vertical posts 3, sealing strips between the stops 50 and the vertical edges of the wall elements 39 can be fastened to the stops 50 from the inside.
- wall elements 39 for small and light wall elements 39, as used in housing, usually simple threading and hooking by hand is sufficient. It is only important that wall elements can also be mounted from the inside - for example, such that threading the element fits, then hung the crossbar and the wall element attached to the wall bolt.
- a variant of the attachment of wall elements 39 on the outside of the frame 1 forming frame members 9 is shown, this variant does not form part of the invention.
- a post 3 which is composed of two longitudinally juxtaposed wood parts 4, which are connected to each other in a manner not shown, outside a waterproof liner 80 is attached.
- wall elements 39 are arranged, which abut each other in the region of the vertical post 3, so that their joint 81 is arranged in the region of the vertical post 3.
- the wall elements 39 can be fastened by fastening elements 82 which engage in the upright 3.
- wall elements 39 can be arranged overlapping or side by side, wherein (see Fig. 18 ) in the joint area a cover profile strip 84 may be attached.
- the construction according to the invention makes it possible to manufacture the uprights 3 of metal (steel) or wood and also to manufacture the supports 5 of metal (steel) or wood.
- various combinations between the materials of metal and wood are possible, with pillars 3 made of metal with beams 5 made of wood, pillars 3 made of wood with beams 5 made of metal, and pillars 3 made of metal with beams 5 made of metal and pillars 3 made of wood with beams 5 can be combined from wood.
- horizontal supports 5 can be mounted in all embodiments of the invention further fittings for partitions or other horizontal support 5 so that in a frame 1 of a building, which is formed from frame elements 9 of the invention, at any point further separating elements (partitions and the like), as well Supporting elements (more uprights and / or support) can be arranged.
- a building e.g. a residential building or a hall, has a frame 1, which consists of several mutually parallel and spaced frame members 9.
- the cream elements 9 consist of two vertical uprights 3 and at least one horizontal support 5 and 7.
- the frame members 9 are connected by posts 11 which are attached to their vertical uprights 3 outside, together to the frame 1 of the building.
- the support 5 and 7 and the post 11 angle 17 made of sheet steel used in their legs 23 holes 19 for the penetration of connecting means (screws) and / or from the legs 23 of the angle 17 released and bent out Have nails 21, in the manner of nail plates.
- bars 37 are provided for connecting the frame members 9 and the longitudinal stiffening of the frame 1, which are arranged and fixed between vertical uprights 3.
- the bars 37 carry wall elements 39, which abut against stops 50 on the vertical uprights 3 from the inside. It is preferred if the Wall elements 39 and the latch 37 are prefabricated units which are placed between vertical uprights 3, fitting against the stops 50 and then the latch 37 are attached to the vertical uprights 3.
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- Load-Bearing And Curtain Walls (AREA)
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Abstract
Description
Die Erfindung betrifft einen Rahmen für ein Gebäude beliebiger Art, welcher Rahmen das Grundgerüst des Gebäudes (den Baukörper), z.B. eines Wohnhauses oder einer Halle, bildet, bestehend aus lotrechten Stehern und horizontalen Trägern, wobei wenigstens zwei Rahmenelemente vorgesehen sind, die aus je wenigstens zwei lotrechten Stehern und wenigstens einem, mit diesen verbundenen horizontalen Träger bestehen, und wobei die Rahmenelemente im Abstand voneinander angeordnet und miteinander verbunden sind.The invention relates to a frame for a building of any kind, which frame the basic structure of the building (the building), e.g. a dwelling house or a hall forms, consisting of vertical uprights and horizontal beams, wherein at least two frame members are provided, each consisting of at least two vertical uprights and at least one, connected to these horizontal support, and wherein the frame elements spaced from each other and connected to each other.
Ein Rahmen für ein Gebäude gemäß dem einleitenden Teil von Anspruch 1 ist aus der
Aus der
Der Erfindung liegt die Aufgabe zu Grunde einen Rahmen der eingangs genannten Gattung zur Verfügung zu stellen, mit dem Gebäude in den gewünschten Abmessungen und Ausstattungen (Nutzbau, Wohnbau u.dgl.) hergestellt werden können.The invention has for its object to provide a framework of the type mentioned, with the building in the desired dimensions and equipment (utility, housing, etc.) can be produced.
Der Erfindung liegt die Aufgabe zu Grunde einen Rahmen für Gebäude anzugeben, der den oben erläuterten Anforderungen gerecht wird.The object of the invention is to specify a framework for buildings that meets the requirements explained above.
Gelöst wird diese Aufgabe erfindungsgemäß mit einem Rahmen für Gebäude, der die Merkmale von Anspruch 1 aufweist.This object is achieved according to the invention with a frame for buildings, having the features of
Um eine lange Haltbarkeit von Gebäuden zu erreichen, müssen insbesondere die Rahmen dieser Gebäude festgefügt sein, was bedeutet, dass die Verbindungen der lotrechten und horizontalen Tragelemente (Steher und Träger) so ausgebildet sein müssen, dass sie den Belastungen des Gebäudes, das den erfindungsgemäßen Rahmen aufweist, standhält. Solche Belastungen sind sowohl von innen auf das Gebäude einwirkende Belastungen als auch von außen einwirkende Belastungen, wie Wind.In order to achieve a long durability of buildings, in particular the frames of these buildings must be firmly fixed, which means that the connections of the vertical and horizontal support elements (posts and beams) must be designed so that they the loads of the building, the frame according to the invention has, withstands. Such loads are loads acting on the inside of the building as well as external loads such as wind.
Bevorzugte und vorteilhafte Ausgestaltungen der Erfindung sind Gegenstand der Unteransprüche.Preferred and advantageous embodiments of the invention are the subject of the dependent claims.
Durch die erfindungsgemäß vorgeschlagene Konstruktion des Rahmens wird die gewünschte Freizügigkeit der Größe, Form und Ausstattung von dem erfindungsgemäßen Rahmen aufweisenden Gebäuden und Stabilität des Rahmens und des damit ausgestatteten Gebäudes, ganz gleich ob es sich um ein Wohngebäude, einen Hallenbau oder ein anderes Gebäude handelt, mit einfachsten Mitteln und zuverlässig gewährleistet.The inventively proposed construction of the frame is the desired freedom of movement of the size, shape and equipment of the frame according to the invention having buildings and Stability of the frame and the building equipped with it, whether it be a residential building, a hall building or another building, with the simplest means and reliably guaranteed.
Bei dem erfindungsgemäßen Rahmen erfolgt die Verbindung (Horizontalaussteifung) der Rahmenelemente miteinander durch zwischen lotrechten Stehern der Rahmenelemente des Rahmens angeordnete, horizontale Riegel wodurch sich eine größere Freiheit bei der Gestaltung der Außenseite eines Gebäudes, das den erfindungsgemäßen Rahmen aufweist ergibt.In the frame according to the invention the connection (horizontal stiffening) of the frame elements takes place mutually by arranged between vertical uprights of the frame members of the frame, horizontal latch which results in a greater freedom in the design of the outside of a building having the frame according to the invention.
Die die lotrechten Steher der Rahmenelemente miteinander verbindenden Riegel tragen an ihrer, zur Außenseite des Rahmens hin weisenden Seite Wandelemente . So wird nicht nur die Horizontalaussteifung des Rahmens der Erfindung erreicht, sondern gleich auch die Verkleidung des Rahmens möglich.The bars connecting the vertical uprights of the frame elements bear wall elements on their side facing the outside of the frame. Thus, not only the horizontal stiffening of the frame of the invention is achieved, but also the cladding of the frame possible.
Die Wandelemente, die mit den horizontalen Riegel verbunden sind, können mit Fenstern und/oder Türen ausgeführt sein.The wall elements which are connected to the horizontal bars can be designed with windows and / or doors.
Zusätzlich zu horizontalen Riegeln, welche Rahmenelemente des Rahmens miteinander verbinden, können zwischen lotrechten Stehern der Rahmenelemente auch schräg zu den lotrechten Stehern ausgerichtete Verstrebungen angeordnet sein. Dabei ist es bevorzugt, wenn die schräg ausgerichteten Verstrebungen in Eckbereichen des erfindungsgemäßen Rahmens angeordnet sind. Die Verstrebungen sind bevorzugt so ausgerichtet, dass sie zwischen im Bereich von Ecken des erfindungsgemäßen Rahmens angeordneten, lotrechten Stehern angeordnet sind, und zu dem im Bereich der Ecke angeordneten, lotrechten Steher des erfindungsgemäßen Rahmens schräg nach oben verlaufend ausgerichtet sind.In addition to horizontal bars, which interconnect frame members of the frame, can be arranged between vertical uprights of the frame members also obliquely aligned to the vertical uprights struts. It is preferred if the obliquely oriented struts are arranged in corner regions of the frame according to the invention. The struts are preferably aligned so that they are arranged between arranged in the region of corners of the frame according to the invention, vertical uprights, and are aligned obliquely upwardly extending to the arranged in the region of the corner, vertical uprights of the frame according to the invention.
Die Ausführungsform des Rahmens mit schräg verlaufenden Verstrebungen zwischen lotrechten Stehern benachbarter Rahmenelemente kann auch dahingehend abgewandelt werden, dass zwischen den Stehern, etwa in der halben Höhe der Steher, eine horizontale Verstrebung (Querstrebe) vorgesehen ist, wobei oberhalb und unterhalb der horizontalen Verstrebung, wenigstens je eine schräg verlaufende Verstrebung vorgesehen ist, sodass sich eine Art "Fachwerk" ergibt.The embodiment of the frame with oblique struts between vertical uprights of adjacent frame members can also be modified so that between the uprights, approximately at half the height of the uprights, a horizontal strut (cross strut) is provided, above and below the horizontal strut, at least each an oblique bracing is provided so that a kind of "framework" results.
Die erfindungsgemäß vorgesehenen Wandelemente sind für gewöhnlich geschosshoch, wobei die Wandelemente insbesondere im Bereich von Geschossdecken aneinander stoßen oder einander überlappend ausgeführt und am Rahmen angebracht sein können.The wall elements provided according to the invention are usually projected high, wherein the wall elements abut one another, in particular in the area of floor slabs, or can be designed to overlap one another and be attached to the frame.
An dem erfindungsgemäßen Rahmen angebrachte Wandelemente, ganz gleich ob sie mit Türen und/oder Fenstern ausgeführt sind, dienen in einer beispielhaften Ausführungsform als zusätzliche Aussteifungselemente, welche nebeneinander angeordnete Rahmenelemente miteinander verbinden und in der gewünschten Lage halten, sodass sich ein formstabiler Rahmen für das Gebäude ergibt.In an exemplary embodiment, wall elements attached to the frame according to the invention, whether they are designed with doors and / or windows, serve as additional stiffening elements, which connect side-by-side frame elements with each other and hold them in the desired position, so that a dimensionally stable frame for the building results.
Bewährt hat es sich gemäβ der Erfindung, daβ an den lotrechten Stehern des erfindungsgemäßen Rahmens außen, über beide Seiten des Stehers seitlich überstehend, Anschläge (Hauben) vorgesehen sind, die das mit der Außenseite des Rahmens fluchtende Ausrichten der beispielsweise mit horizontalen Riegeln verbundenen Wandelemente erleichtern.It has proven useful according to the invention daβ on the vertical uprights of the frame according to the invention, over both sides of the post laterally protruding, stops (hoods) are provided which facilitate aligned with the outside of the frame aligning the connected for example with horizontal bars wall elements ,
Die vorgesehenen Wandelemente können aus Metall (Blech), Kunststoff, Holz oder aus mineralischem Werkstoff oder Kombinationen dieser Werkstoffe bestehen. In einem Ausführungsbeispiel kann ein Wandelement aus mehreren, in der Regel lotrecht ausgerichteten, Bahnen (Streifen) zusammengesetzt sein.The wall elements provided may be made of metal (sheet metal), plastic, wood or mineral material or combinations of these materials. In one embodiment, a wall element may be composed of a plurality of generally vertically aligned webs (strips).
Die an den Stehern des erfindungsgemäßen Rahmens vorgesehenen Anschläge (Hauben) können glatt oder profiliert sein und Leisten aus Holz, Metall (Blech), mineralischem Werkstoff oder Kunststoff bestehen. Es genügt, wenn die Anschläge eine Festigkeit aufweisen, die hinreicht, dass diese ihre Funktion als Anschläge für die Wandelemente erfüllen können.The provided on the uprights of the frame according to the invention stops (hoods) can be smooth or profiled and strips of wood, metal (sheet metal), mineral material or plastic. It suffices if the stops have a strength sufficient to enable them to fulfill their function as stops for the wall elements.
Die Wandelemente können hergestellt werden, indem zunächst die Riegel in einer entsprechenden Anzahl (für gewöhnlich zwei Riegel) mit den lotrechten Stehern durch Beschläge, Laschen, Winkel od. dgl. verbunden und dann die Wandelemente angebracht werden.The wall elements can be prepared by first the bars in a corresponding number (usually two bars) with the vertical uprights by fittings, straps, angle od. Like. Connected and then the wall elements are attached.
Es ist aber auch in Betracht gezogen und erfindungsgemäß bevorzugt, wenn Bauteile aus einem Wandelement und Riegeln vorgefertigt, zunächst auf dem Boden und/oder einer Zwischendecke des Gebäudes, für das der erfindungsgemäße Rahmen bestimmt ist, abgelegt (sie können auch in dieser Lage hergestellt werden) und dann einfach hochgeklappt werden, bis sie an den Anschlägen (Hauben), die an den lotrechten Stehern außen angebracht sind, anliegen. Dies erlaubt eine Montage der Wandelemente und Riegel von innen her, sodass Montagegerüste entbehrlich sind. Von Vorteil ist es, dass die Wandelemente leicht austauschbar sind, wenn sie aus dem einen oder anderen Grund erneuert oder geändert werden müssen. Dies insbesonders, wenn die Wandelemente mit Stahlschrauben fixiert sind.However, it is also considered and preferred according to the invention, when prefabricated components of a wall element and bars, first on the floor and / or an intermediate ceiling of the building for which the frame according to the invention is determined filed (they can also be made in this situation ) and then simply folded up until they abut the stops (hoods) which are attached to the vertical uprights on the outside. This allows mounting of the wall elements and bars from the inside, so that mounting frames are unnecessary. It is advantageous that the wall elements are easily replaceable if they have to be renewed or changed for one reason or another. This especially if the wall elements are fixed with steel screws.
Grundsätzlich ist aber auch eine Montage von Wandelementen von außen her möglich, indem die Wandelemente oder Bauelemente aus Wandelement und Riegeln zwischen die Steher und den an diesen angeordneten Anschlägen (Hauben) "eingefädelt" werden.In principle, however, an assembly of wall elements from the outside is possible by the wall elements or components of wall element and bars between the uprights and arranged on these attacks (hoods) are "threaded".
Wandelemente, insbesondere solche mit größeren Abmessungen, also Wandelemente für Nutzbauten, können auch um lotrechte oder horizontale Achsen, die z.B. von Scharnieren definiert sind, in ihre Stellung zwischen lotrechten Stehern von Rahmenelementen eingeschwenkt werden. Dies gilt auch für kleinere Wandelemente, für welche aber auch in Betracht gezogen ist, dass sie von außen oder (bevorzugt) von innen her in ihre Gebrauchslage zwischen lotrechten Stehern bewegt werden, wie dies weiter oben beschrieben ist.Wall elements, especially those with larger dimensions, ie wall elements for commercial buildings, can also be vertical or horizontal axes, which are defined for example by hinges, are pivoted into position between vertical uprights of frame members. This also applies to smaller wall elements, but for which it is also considered that they are moved from the outside or (preferably) from the inside into their position of use between vertical uprights, as described above.
Außerhalb der Wandelemente, die außen oder (bevorzugt) innen eine Isolierschicht tragen können, kann ein Verputz od. dgl. angebracht werden. Dabei kann der Putz zwischen den als Hauben ausgebildeten Anschlägen angeordnet sein, sodass der Putz durch die Anschläge unterbrochen ist.Outside the wall elements, which may carry outside or (preferably) inside an insulating layer, a plaster or the like can be attached. In this case, the plaster between the trained as hoods attacks can be arranged so that the plaster is interrupted by the attacks.
Alternativ besteht die Möglichkeit, dass der Putz zwischen lotrechten Stehern der Rahmenelemente angeordnet wird, sodass der Putz durch die Steher unterbrochen ist.Alternatively, there is the possibility that the plaster is placed between vertical uprights of the frame members, so that the plaster is interrupted by the uprights.
In einer Ausführungsform der Erfindung kann noch vorgesehen sein, dass Rahmenelemente nicht nur quer zur Längserstreckung eines Gebäudes ausgerichtet sind, sondern dass (wenigstens ein) Rahmenelement auch parallel zur Längserstreckung des Gebäudes ausgerichtet ist.In one embodiment of the invention can still be provided that frame elements are not only aligned transversely to the longitudinal extent of a building, but that (at least one) frame element is also aligned parallel to the longitudinal extent of the building.
Wenn unter Verwendung von Rahmenelementen erfindungsgemäße Rahmen für mehrgeschossige Gebäude hergestellt werden, oder wenn lotrechte Steher aus mehreren übereinander angeordneten Holzbalken (einteilig oder aus in Längsrichtung geteilte und miteinander verbundene Holzteilen) gebildet werden, ist es vorteilhaft, die horizontalen Träger nicht zwischen den aneinander stoßenden Enden von lotrechten Stehern anzuordnen, sondern die horizontalen Träger an einer Längsseite der lotrechten Steher, beispielsweise im Stoßbereich zwischen übereinander angeordneten Stehern, anliegend anzuschließen. Dies kann mit Hilfe von Konsolen oder mit Hilfe von Laschen erfolgen. Bei dieser Ausführungsform ist in Betracht gezogen, horizontale Träger zwischen lotrechten Stehern, an denen sie mit ihren Enden gelenkig (über Konsolen) befestigt sind, auch steif auszubilden, indem sie mit weiteren lotrechten Stehern winkelsteif verbunden werden.When using frame elements according to the invention for multi-storey buildings, or when vertical posts are formed of a plurality of wooden beams (one-piece or longitudinally split and interconnected pieces of wood), it is advantageous not to sandwich the horizontal beams between the abutting ends to arrange of vertical uprights, but the horizontal support on a longitudinal side of the vertical uprights, for example in the joint area between stacked uprights to connect adjacent. This can be done with the help of brackets or with the help of tabs. In this embodiment, horizontal supports between vertical uprights, at which they are hinged at their ends (via brackets), are also designed to be rigid by being connected to other vertical uprights in an angle-rigid manner.
Alternativ besteht die Möglichkeit horizontale Träger an lotrechten Stehern über Laschen starr zu befestigen, sodass eine zusätzliche Einspannung horizontaler Träger erfolgt.Alternatively, it is possible to rigidly attach horizontal supports to vertical uprights via tabs, so that additional clamping of horizontal supports takes place.
Diese Laschen oder Konsolen können an einander gegenüberliegenden Außenseiten der Steher und Träger anliegend angeordnet und mit Steher und Träger verbunden sein, oder aber es sind Laschen oder Konsolen in (schlitz- oder spaltförmige) Ausnehmungen in Enden von Stehern und Trägern eingesetzt.These tabs or brackets can be arranged adjacent to opposite outer sides of the uprights and beams and connected to uprights and beams, or there are tabs or brackets in (slot or slot-shaped) recesses inserted into ends of uprights and straps.
Durch den Umstand, dass horizontale Träger (Deckenträger) nicht zwischen übereinander stehenden Abschnitte lotrechter Steher angeordnet sind, ergibt sich eine bessere Belastbarkeit, da Holzsteher die stirnseitig belastet werden, eine höhere Tragkraft aufweisen, als Steher zwischen denen Holz-Träger mit horizontaler Ausrichtung der Holzfaser angeordnet sind und die quer zur Holzfaser belastet werden.Due to the fact that horizontal beams (ceiling beams) are not arranged between stacking vertical uprights, there is a better load capacity, as woodcutters are charged on the front side, have a higher load capacity, as pillars between which wood beam with horizontal orientation of the wood fiber are arranged and loaded transversely to the wood fiber.
Die lotrechten Steher von einen erfindungsgemäßen Rahmen bildenden Rahmenelementen können auch durch zwischen die lotrechten Steher eingesetzte Aussteifungsfelder lagestabil miteinander verbunden sein. Solche Aussteifungsfelder sind beispielsweise winkelsteife Holzrahmen, die zwischen den lotrechten Stehern angeordnet sind, und die beispielsweise schräge Verstrebungen aufweisen. Dabei kann je Aussteifungsfeld eine Schrägverstrebung vorgesehen sein oder es sind zwei Schrägverstrebungen und dazwischen eine horizontale Querstrebe ("Fachwerk") vorgesehen.The vertical uprights of a frame forming frame elements according to the invention can also be connected to each other in a stable position by stiffening fields used between the vertical uprights. Such stiffening fields are, for example, rigid wooden frame, which are arranged between the vertical uprights, and having, for example, oblique struts. It can be provided per stiffening field a diagonal strut or there are two oblique struts and between a horizontal cross member ("framework") provided.
Es ist auch eine Ausführungsform in Betracht gezogen, bei der Aussteifungsfelder und/oder Schrägverstrebungen, ganz gleich, ob sie in Aussteifungsfeldern oder direkt zwischen lotrechten Stehern von Rahmenelementen angeordnet sind, mit Hilfe von lösbaren Keilen, Stahlschrauben, od. dgl. festgelegt sind. Dies erlaubt es, im Bedarfsfall (z.B. bei einer Reparatur), im Falle zusätzlicher Einbauten, u.dgl. Aussteifungsfelder oder Schrägstreben, vorübergehend zu entfernen oder zu ersetzen.It is also contemplated an embodiment in which stiffening panels and / or cross braces, whether located in stiffening panels or directly between vertical uprights of frame members, are fixed by means of releasable wedges, steel screws, or the like. This allows, if necessary (for example, in a repair), in the case of additional installations, and the like. Stiffening panels or diagonal struts, temporarily remove or replace.
Weitere Einzelheiten, Merkmale und Vorteile der Erfindung ergeben sich aus der nachstehenden Beschreibung der Erfindung an Hand der beispielhaften Zeichnungen.Further details, features and advantages of the invention will become apparent from the following description of the invention with reference to the exemplary drawings.
Es zeigt
Ein in
Um die in Abständen voneinander aufgestellten Rahmenelemente 9 miteinander zu einem räumlichen Rahmen 1 zu verbinden, werden die Rahmenelemente 9 an den beiden Längsseiten (die parallel zur Bildebene der
Die Verbindung der oberen horizontalen Träger 5 mit lotrechten Stehern 3 erfolgt beispielsweise mit Hilfe der in
Die Befestigung der mittleren horizontalen Träger 7 (obere Decke des unteren Geschosses bzw. Fußboden des oberen Geschosses) an den lotrechten Stehern 3 erfolgt beispielsweise mit Hilfe von Metallwinkeln 17, die wie in
An den quer zur Bildebene von
Alternativ oder zusätzlich zu den beschriebenen Aussteifungen zwischen lotrechten Stehern 3 von Rahmenelementen 9 können bei dem erfindungsgemäßen Rahmen 1, insbesondere im Eckbereich, auch Verstrebungen 70 vorgesehen sein, wie sie in den
Alternativ kann eine Ausführungsform nach Art eines Fachwerkes gewählt werden (
Die anhand der
Sowohl schräg verlaufende Verstrebungen 70 gemäß den
Solche schräg verlaufende Verstrebungen 70, die unmittelbar zwischen lotrechte Steher 3 eingesetzt sind, oder in gesonderten Aussteifungsfeldern vorgesehen sind, werden insbesondere im Eckbereich von erfindungsgemäßen Rahmen 1 angewendet, wobei diese Aussteifungsfelder als Rasterfelder ausgebildet sein können, die in der Regel ohne Türen und/oder Fenster aufweisen.Such
Die in
Alternativ besteht die Möglichkeit den horizontalen Träger 3 an den Laschen 76, die dann als Konsolen wirken, um eine horizontale Achse verschwenkbar zu befestigen.Alternatively, there is the possibility of the
Alternativ können die Laschen 76, die einen horizontalen Träger 5 im Stoßbereich zwischen zwei stirnseitig aneinander liegenden Abschnitten von lotrechten Stehern 3 am lotrechten Steher 3 befestigen, im Inneren des horizontalen Trägers 5 und des lotrechten Stehers 3 (in schlitz- oder spaltförmigen Ausnehmungen) angeordnet sein. Diese Ausführungsform wird insbesondere gewählt werden, wenn der horizontale Träger 5 und/oder der lotrechte Steher 3 aus wenigstens zwei längsseitig aneinander liegenden und miteinander verbundenen Holzteilen besteht.Alternatively, the
An den Laschen 76 können an ihren lotrecht ausgerichteten Schenkeln Auskragungen 78 einstückig angeformt vorgesehen sein. Diese Auskragungen 78 ragen von den Stehern 3 auf der den horizontalen Trägern 5 gegenüberliegenden Seite ab, und dienen als Auflage für horizontale Pfosten (Riegel) 11. Solche bezüglich der Rahmenelemente 9 nach außen weisende Auskragungen sind insbesondere vorteilhaft, wenn an horizontalen Pfosten oder Riegeln 11 Außenwandverkleidungselemente befestigt sind, da die Auskragungen 78 die lotrechten Kräfte in den erfindungsgemäßen Rahmen 1 abtragen.On the
Die Auskragungen 78 können auch von Laschen 76 oder 60 oder Metallwinkeln 17 unabhängige Teile sein, die gesondert an lotrechten Stehern 3 von erfindungsgemäßen Rahmenelementen 9 dort befestigt werden, wo sie benötigt sind.The
Die Schenkel der Laschen 76 können Löcher 19 und/oder herausgebogene Nägel 21, wie dies im Zusammenhang mit den Metallwinkeln 17 (
In der Regel werden die horizontalen Pfosten 11, welche Rahmenelemente 9 miteinander zum Rahmen 1 verbinden, Holzpfosten sein, wie dies beispielsweise anhand der
In
Wenn die Steher 3 und/oder die Träger 5 aus Holz bestehen, ist es bevorzugt, wenn die Steher 3 und/oder die Träger 5 aus wenigstens zwei miteinander verbundenen Holzteilen zusammengesetzt sind. In der Fuge zwischen den beiden Holzteilen, die miteinander verbunden Träger 5 bzw. Steher 3 bilden, können Laschen 60 angeordnet und dort festgelegt sein. Gegebenenfalls dienen die Mittel (Schrauben, Schraubenbolzen u. ähnl.), welche die Holzteile miteinander zu Stehern 3 und/oder Trägern 5 oder 7 verbinden, auch dazu, die Laschen 60 (oder Laschen 76) im Steher 3 bzw. im Träger 5 festzulegen.If the
Wenn die horizontalen Träger 5 aus I-Trägern 61 aus Stahl (
Wenn die horizontalen Träger 5 aus zwei Rücken an Rücken aneinander gelegten U-Profilen 63 (C-Profilen) aus Stahl zusammengesetzt sind, wie dies in
Die Anordnung von Laschen 60, die in den Enden von horizontalen Trägern 5 aufgenommen sind, erlaubt es auch, Knoten zu bilden, wie dies in den
In
Wenn einer von lotrechtem Steher 3 oder horizontalem Träger 5 oder 7 aus Holz und der andere Teil eines Rahmenelementes 9 aus Metall (Stahl) besteht, ist in Betracht gezogen Winkel 17, Laschen 60 oder Laschen 76 nur innerhalb des einen Teils (Steher oder Träger) aus Holz anzuordnen.If one of
Die mit Hilfe von Metallwinkeln 17 oder Laschen 60, 76 miteinander verbundenen (verschraubten) Steher 3, Träger 5 und 7 und Zwischensteher 6 sowie Pfosten (Riegel) 11 geben dem Rahmen 1 eines Gebäudes eine allseitig hohe Stabilität.The with the help of
Die beschrieben Ausführungsform des erfindungsgemäßen Rahmens 1 ergibt weiters den Vorteil, dass in dem zwischen den Stehern 3 und den Pfosten 11 verbleibenden Freiräume (Felder) Fenster und/oder Türen weitgehend frei gewählt angeordnet werden können.The described embodiment of the
Allenfalls an den Pfosten 11 vorgesehene Beschläge erlauben es zur Verkleidung des Rahmens 1 vorgefertigte Außenwand- oder Fassadenelemente zu verwenden, wobei die Art und Konstruktion solcher Außenwand- oder Fassadenelemente und der für diese gewählte Werkstoff weitgehend frei wählbar ist.At most, provided on the
Bei Rahmen 1 für (Wohn-)Gebäude mit tragender Mittellängswand besteht die Möglichkeit diese als stabilisierenden Faktor für den erfindungsgemäßen Rahmen 1 auszubauen. Hiezu werden die Steher 3 oben an beiden Seiten mit Metallwinkeln 17 oder Laschen 60 (
Diese auf die beschriebene Art und Weise verstärkte Mittellängswand erlaubt es die Außenwände in Leichtbauweise auszuführen, wobei insbesondere auf eine gute Isolierung, vornehmlich Wärmeisolierung, Rücksicht genommen werden kann.This reinforced in the manner described central longitudinal wall allows to carry out the outer walls in lightweight construction, in particular, on a good insulation, primarily thermal insulation, consideration can be taken.
Die für den erfindungsgemäßen Rahmen 1 verwendeten Steher 3, Zwischensteher 6, Pfosten 11 und Träger 5, 7 können aus Holz bestehen oder Stahlprofile sein, wobei auch Kombinationen von Stehern 3, Zwischenstehern 6 Trägern 5, 7 und Pfosten 11 aus unterschiedlichen Werkstoffen (Holz und Stahl) möglich sind. Auch Stahlprofile oder Elemente des erfindungsgemäßen Rahmens 1 aus unterschiedlichen Werkstoffen können mit Hilfe (gelochter) Metallwinkel 17 oder Laschen 60, 76 miteinander verbunden werden.The
In
Beim Stanzen der Metallwinkel 17, insbesondere Stahlwinkel, können je nach Ausführungsform Löcher 21 für den Durchgriff von Befestigungselementen, wie Schrauben, oder Nägel 23 (ähnlich Nagelplatten) oder aber Kombinationen von Löchern und freigestanzten und umgebogenen Nägeln (ähnlich Nagelplatten) vorgesehen werden.When punching the
So zeigt
Die dritte, in
Es ist im Rahmen der Erfindung auch in Betracht gezogen, dass für die Verbindung der Bestandteile des Rahmens 1 und seiner Rahmenelemente 9 zwei nebeneinander angeordnete Metallwinkel 17 verwendet werden. In diesem Fall können Metallwinkel 17 verwendet werden, die Schenkel 23 an Schenkel 23 aneinander anliegend verbunden sind. Insbesondere schließen die Winkel 17 miteinander einen Winkel von 90° ein. Solche miteinander verbundene (verschweißte) Metallwinkel 17 bilden gemeinsam ein ebenes "T" (ähnlich der Laschen 76 von
Die Ausführungsform der Metallwinkel 17, die sowohl Löcher 19 für den Durchtritt von Befestigungselementen als auch freigestanzte und herausgebogene Nägel 21 aufweisen, sind besonders vorteilhaft, da diese Metallwinkel 17 die Montage erleichtern, da sie mit Hammerschlägen die miteinander zu verbindenden Teile aneinander festlegen, worauf die endgültige Verbindung dann ohne weitere Hilfsmittel, welche die Teile zusammenhalten, durch Setzen von Befestigungselementen, wie Schrauben, Bolzen oder Nägeln, erfolgen kann.The embodiment of the metal angles 17, which have both
Der erfindungsgemäße Rahmen 1 für ein Gebäude (Wohngebäude) ist beispielsweise für den Bau von Hallen verwendbar. Die Zeit und Aufwand sparende Bauweise des erfindungsgemäßen Rahmens 1 kommt im Hallenbau besonders gut zur Geltung, da Fassaden vielfach ohne Fenster ausgebaut werden, zumal bei Hallenbauten Lichteinfall häufig durch Lichtöffnungen (Lichtkuppeln oder ähnliches) im Dachbereich erfolgt.The
Die zuvor beschriebenen Ausführung der Metallwinkel 17, im insbesondere Stahlwinkel, zur rechtwinkeligen Verbindung der Bestandteile des erfindungsgemäßen Rahmens 1 sind unabhängig von der eigentlichen Rahmenkonstruktion und dessen Aufbau von erfinderischer Bedeutung. Insbesondere in Betracht gezogen sind dabei Metallwinkel 17, bei welchen Kombinationen aus Löchern 19 und gestanzten Nägeln 21 (ähnlich denen von Nagelplatten) vorgesehen sind.The above-described embodiment of the
Von Bedeutung für die Stabilität des erfindungsgemäßen Rahmens 1 ist es in einer Ausführungsform, dass die Metallwinkel 17 im Rahmen 1 mit unterschiedlichen Ausrichtungen angeordnet sind. So sind die Metallwinkel 17, welche die lotrechten Steher 3 mit den horizontalen Trägern 5, 7 verbinden, in einer Ebene ausgerichtet, wogegen die Metallwinkel 17, welche die Pfosten 11 an der Außenseite der lotrechten Steher 3 festlegen, in zu den zuvor genannten Ebenen senkrechten Ebenen angeordnet. Dies führt zu einer allseitigen Steifheit des einen Baukörper bildenden erfindungsgemäßen Rahmens 1.Of importance for the stability of the
Wenngleich in dem in
In
In dem in
Zwischen benachbarten Stehern 3 von benachbarten Rahmenelementen 9 sind zwei Riegel 37, die horizontal ausgerichtet sind, befestigt. Die Riegel 37 sind im Ausführungsbeispiel mit Hilfe von Metallwinkeln 43, 44 und Befestigungsschrauben an den lotrechten Stehern 3 befestigt.Between
Die Riegel 37 tragen ein Wandelement 39, das im gezeigten Ausführungsbeispiel aus mehreren lotrechten Bahnen zusammengesetzt ist. Diese Bahnen können Kunststoffbahnen, Blechbahnen oder Holzbretter sein. Ebenfalls in
In einer bevorzugten Ausführungsform werden die Riegel 37 mit einem Wandelement 39 zu einer Einheit verbunden, bevor sie zwischen lotrechten Stehern 3 angeordnet und dort befestigt werden. Dies ist eine vereinfachte Arbeitsweise, da es beispielsweise genügt, ein Wandelement 39 mit zwei Riegeln 37 zu einer Einheit zu verbinden, die. auf der Decke 30 oder einem Boden liegt und dann nur noch hochgeklappt wird. Um das Ausrichten des Wandelementes 39 mit den Riegeln 37 gegenüber den Stehern 3 zu erleichtern, sind an der Außenseite der lotrechten Steher 3 Anschläge 50 ("Hauben") vorgesehen. Die Anschläge 50 erstrecken sich wenigstens über einen Teil der Höhe der lotrechten Steher 3 und stehen beidseitig über die lotrechten Steher 3 über. Mit den über die Steher 3 seitlich überstehenden Bereichen gewährleisten die Anschläge 50 das genaue Ausrichten von Wandelementen 39, ohne dass besondere Aufmerksamkeit erforderlich ist. Es genügt einfach, das Wandelement 39 ggf. mit den daran befestigten Riegeln 37 so weit vor zubewegen, bis es an den Anschlägen 50 anliegt. Dann werden die Riegel 37 auf beliebige Art und Weise, insbesondere mit den Winkeln 43, 44, und/oder mit Stellschrauben an den lotrechten Stehern 3 der Rahmenelemente 9 des erfindungsgemäßen Rahmens 1 befestigt. An der Innenseite der Wandelemente 39 kann eine Isolierung 41 angebracht sein. Diese Isolierung 41 ist (vgl.
Falls gewünscht, kann auf den Wandelementen 39 außen eine Lage aus Verputz 45 aufgebracht werden, wobei sich der Verputz 45 lediglich zwischen den Anschlägen 50 oder alternativ zwischen Stehern 3 erstreckt, also durch die Anschläge 50 oder die Steher 3 unterbrochen ist.If desired, can be applied to the
Bevorzugt ist es bei übereinander stehend angeordneten Stehern 3, dass sich deren Stoß 47 im Bereich der horizontalen Träger 7 befindet.In the case of
Dabei kann die Anbindung von horizontalen Trägern 5, 7 bevorzugt so ausgebildet sein, wie dies anhand der
In einer gegenüber den
Das an sich formstabile und fertige Wandelement 39 wird über Scharniere 90 entweder an horizontalen Bauteilen (z.B. einer Zwischendecke) zwischen lotrechten Stehern 3 oder ebenfalls über Scharniere 90 an einem lotrechten Steher 3 selbst angeschlagen, sodass es lagegenau zwischen lotrechte Steher 3 entweder um eine horizontale (am unteren Ende des Wandelementes 39 angeordnete) Achse (wie in
Diese Ausführungsform erlaubt es auch, die Anschläge 50 (Hauben), die an den lotrechten Stehern 3 angebracht sind, schmäler auszubilden, sodass sie über die Steher 3 nur wenig überstehen.This embodiment also makes it possible to make the stops 50 (hoods), which are attached to the
Das endgültige Fixieren des Wandelementes 39 kann auf beliebige Weise erfolgen, beispielsweise mit gesonderten Befestigungsmitteln oder aber auch mit Hilfe von Keilen, die in die Stoßfugen zwischen lotrechten Stehern 3 und Wandelement 39 eingeschlagen oder eingedrückt werden.The final fixing of the
Wenn die Anschläge 50 an der Außenseite der lotrechten Steher 3 schmäler ausgebildet sind, kann im Stoßbereich zwischen dem Wandelement 39 und den Anschlägen 50 eine Fugenabdichtung 91, beispielsweise von innen her, angebracht werden.If the stops 50 are formed narrower on the outside of the
Die Scharniere (Gelenke) 90 können beispielsweise an einer Zwischendecke 30 oder einem Deckentragbalken befestigt sein. In jedem Fall empfiehlt es sich beim Anlegen der Scharniere 90 so vorzugehen, dass man die einen Teile der Scharniere, die als Zapfenscharniere ausgebildet sein können, beispielsweise die "weiblichen" Teile, an einem horizontalen Bauteil, z.B. an der Zwischendecke 30, befestigt und dann das Wandelement 39 mit daran befestigten anderen Scharnierteilen, beispielsweise den Scharnierbolzen ("männliche" Teile), in die am horizontalen Bauteil befestigten Teile der Scharniere einschieben.The hinges (hinges) 90 may be attached, for example, to a
Wenn die Anschläge 50 über die lotrechten Steher 3 nur wenig überstehen, können Abdichtungsleisten zwischen den Anschlägen 50 und den lotrechten Rändern der Wandelemente 39 von innen her an den Anschlägen 50 befestigt werden.If the stops 50 protrude only slightly beyond the
Für das Anbringen von Wandelementen 39, die als Verkleidung des erfindungsgemäßen Rahmens 1 dienen, z.B. von Wandelementen 39 deren Aufbau in den
- Wandverkleidungen (insbesondere kleinere, leichtere Wandverkleidungen, z.B. für Wohnbauten) von außen angebracht, aufliegend auf einem Längsriegel;
- Wandverkleidungen (insbesondere kleinere, leichtere Wandverkleidungen, z.B. für Wohnbauten) von innen angebracht, mit Anschlag an Anschlägen 50 (Hauben) an
den lotrechten Stehern 3; - Wandverkleidungen (insbesondere größere/schwerere Wandverkleidungen für Nutzbauten) von innen angebracht, mit scharnierartiger Montage; mit
- a. Scharnier am Bodenriegel,
- b. Scharnier an einem lotrechten Steher oder
- c. ohne Scharnier, nur in der Montage scharnierartig aufgestellt
- die Fugenabdeckung kann beliebig erfolgen.
- Wall cladding (especially smaller, lighter wall cladding, eg for residential buildings) mounted externally, resting on a longitudinal bar;
- Wall cladding (especially smaller, lighter wall cladding, eg for residential buildings) mounted from the inside, with stop on stops 50 (hoods) on the
vertical uprights 3; - Wall cladding (in particular larger / heavier wall cladding for commercial buildings) mounted from the inside, with hinged mounting; With
- a. Hinge on bottom bolt,
- b. Hinge on a vertical upright or
- c. without hinge, hinged only during assembly
- the joint cover can be done arbitrarily.
Für kleine und leichte Wandelemente 39, wie sie im Wohnbau verwenden, genügt normalerweise das einfache Einfädeln und Einhängen von Hand aus. Wichtig ist nur, dass Wandelemente auch von innen her montiert werden können - beispielsweise derart, dass man das Element passend einfädelt, dann den Querriegel eingehängt und das Wandelement am Wandriegel befestigt.For small and
In
Unabhängig davon wie Wandelemente 39 befestigt sind, können diese überlappend oder nebeneinander angeordnet sein, wobei (siehe
Die erfindungsgemäße Ausbildung erlaubt es, die Steher 3 aus Metall (Stahl) oder Holz zu fertigen und die Träger 5 ebenfalls aus Metall (Stahl) oder Holz zu fertigen. So sind verschiedene Kombinationen zwischen den Werkstoffen Metall und Holz möglich, wobei Steher 3 aus Metall mit Trägern 5 aus Holz, Steher 3 aus Holz mit Trägern 5 aus Metall, sowie Steher 3 aus Metall mit Trägern 5 aus Metall und Steher 3 aus Holz mit Trägern 5 aus Holz kombiniert sein können.The construction according to the invention makes it possible to manufacture the
An horizontalen Trägern 5 können bei allen Ausführungsformen der Erfindung weitere Beschläge für Zwischenwände oder weitere horizontale Träger 5 angebracht sein, sodass in einem Rahmen 1 eines Gebäudes, der aus erfindungsgemäßen Rahmenelementen 9 gebildet wird, an beliebigen Stellen weitere Trennelemente (Zwischenwände und ähnliches), sowie Tragelemente (weitere Steher und/oder Träger) angeordnet werden können.On
Zusammenfassend kann ein Ausführungsbeispiel wie folgt dargestellt werden.In summary, an embodiment may be illustrated as follows.
Ein Gebäude, z.B. ein Wohnbau oder eine Halle, besitzt einen Rahmen 1, der aus mehreren zueinander parallel und mit Abstand voneinander angeordneten Rahmenelementen 9 besteht. Die Rahmelemente 9 bestehen aus je zwei lotrechten Stehern 3 und wenigstens einem horizontalen Träger 5 und 7. Die Rahmenelemente 9 werden durch Pfosten 11, die an ihren lotrechten Stehern 3 außen angebracht sind, miteinander zu dem Rahmen 1 des Gebäudes verbunden. Zum Verbinden der Steher 3, der Träger 5 und 7 und der Pfosten 11 werden Winkel 17 aus Stahlblech verwendet, die in ihren Schenkeln 23 Löcher 19 für den Durchgriff von Verbindungsmitteln (Schrauben) und/oder aus den Schenkeln 23 der Winkel 17 freigesetzte und herausgebogene Nägel 21, nach Art von Nagelplatten aufweisen.A building, e.g. a residential building or a hall, has a
Bei einem Rahmen 1 aus Rahmenelementen 9 mit lotrechten Stehern 3 und horizontalen Trägern 7 sind zur Verbindung der Rahmenelemente 9 und zur Längsaussteifung des Rahmens 1 Riegel 37 vorgesehen, die zwischen lotrechten Stehern 3 angeordnet und befestigt sind. Die Riegel 37 tragen Wandelemente 39, die von innen her an Anschlägen 50 an den lotrechten Stehern 3 anliegen. Bevorzugt ist es, wenn die Wandelemente 39 und die Riegel 37 vorgefertigte Einheiten sind, die zwischen lotrechten Stehern 3, an den Anschlägen 50 anliegend in Stellung gebracht und dann die Riegel 37 an den lotrechten Stehern 3 befestigt werden.In a
Claims (70)
- Frame for buildings comprised of vertical supports (3) and horizontal beams (5, 7), wherein at least two frame elements (9) are provided, comprised each of at least two vertical supports (3) and at least one horizontal beam (5, 7), the one beam connected to those, and wherein the frame elements (9) are located at a distance to one another, and are connected to one another by horizontally aligned bars (11) attached to the vertical supports (3), characterized in that horizontal girders (37) are provided between adjacent vertical supports (3) and connected to the support (3), that the horizontal girders (37) support wall elements (39) on their side facing the outside of the frame (1), that on the outside of the vertical supports (3) of the frame elements (9) stops (50) for wall elements (39) are provided, that the stops (50) extend laterally on either side beyond the vertical supports (3) of the frame elements (9), that the wall elements (39) are disposed between the girders (37) and the stops (50) and that the wall elements (39) abut the stops (50) from the inside.
- Frame according to claim 1, characterized in that the horizontally aligned bars are wooden posts (11) or metal strips.
- Frame according to claim 1 or 2, characterized in that the bars (11), in particular the wooden posts comprise two interconnected bars (15), in particular single wooden posts.
- Frame according to claim 2, characterized in that the lowermost horizontally aligned bar (11) which connects the frame elements (9) to one another is a metal profile strip.
- Frame according to claim 4, characterized in that the metal profile strip (11) is made narrower than a bar (11) in the form of a wooden post.
- Frame according to one of claims 1 to 5, characterized in that the bars (11) which connect the frame elements (9) to one another are located at least in a region of bottom ends of the vertical supports (3) and in a region of top ends of the vertical supports (3).
- Frame according to one of claims 1 to 6, characterized in that for a frame (1) for a multistory building each frame element (9) has at least two horizontal beams (5, 7) which are located at a distance from one another.
- Frame according to one of claims 1 to 7, characterized in that the bars (11) which connect the frame elements (9) to one another are provided in the region of the height of the horizontal beams (5, 7).
- Frame according to one of claims 1 to 8, characterized in that the vertical supports (3) consist of wood.
- Frame according to one of claims 1 to 8, characterized in that the vertical supports (3) consist of steel sections.
- Frame according to one of claims 1 to 9, characterized in that the horizontal beams (5, 7) consist of wood.
- Frame according to one of claims 1 to 9, characterized in that the horizontal beams (5, 7) are steel sections.
- Frame according to one of claims 1 to 12, characterized in that the horizontal beams (5, 7) are connected to the vertical supports (3) by means of the metal angles (17) or brackets (76) which bridge the joint regions between said components.
- Frame according to claim 13, characterized in that the metal angles (17) or brackets (76) are located on both sides adjoining the vertical supports (3) and horizontal beams (5, 7) which are connected to one another.
- Frame according to claim 13 or 14, characterized in that the metal angles (17) are located on the upper horizontal beams (5, 7) in the region of the ends of the horizontal beams (5, 7).
- Frame according to claim 15, characterized in that the end surfaces of the horizontal beams (5, 7) are essentially flush with the outside edges (24) of the vertical legs (23) of the metal angles (17).
- Frame according to claim 15, characterized in that the metal angles (17) are located on horizontal beams (7) which are located between the bottom end and the top end of a frame element (9), are disposed projecting over the end surfaces of the beam (7).
- Frame according to claim 17, characterized in that the outside edges (24) of the vertical legs (23) of the metal angles (17) project over the end surfaces of the beam (7).
- Frame according to claim 1 to 18, characterized in that for attachment of bars (11) interconnecting by vertical supports (3) to vertical supports (3) of frame elements (9) there are metal angles (17) of which angles one leg (23) is located on the vertical support (3) and the other leg (23) is located on the bar (11).
- Frame according to one of claims 3 to 19, characterized in that for bars (11) composed of several posts (15) the horizontal leg (23) of the metal angle (17) is arranged bridging the lengthwise joint between the posts (15).
- Frame according to one of claims 1 to 20, characterized in that upper beams (5) of frame elements (9) run or are aligned in such a manner as corresponds to the shape of the roof of a building to be produced using the frame (1).
- Frame according to one of claims 1 to 21, characterized in that the vertical supports (3) consists of metal and the horizontal beams (5) consist of wood.
- Frame according to one of claims 1 to 22, characterized in that the horizontal girders (37) are connected to the vertical supports (3) by angles (43, 44) with locking screws for spreading.
- Frame according to one of claims 1 to 23, characterized in that there are wall elements (39) which have window opening and/or door openings.
- Frame according to one of claims 1 to 24, characterized in that the wall element (39) is connected to at least two girders (37) to form a unit.
- Frame according to one of claims 1 to 25, characterized in that the wall elements (39) bear a plaster layer (45) on their outer side.
- Frame according to one of claims 1 to 26, characterized in that the wall elements (39) are from wood, metal, plastic or mineral material.
- Frame according to one of claims 1 to 27, characterized in that the wall elements (39) are composed of several panels or strips.
- Frame according to one of claims 1 to 28, characterized in that stops (50) are from wood, metal, plastic or mineral material.
- Frame according to one of claims 1 to 29, characterized in that the wall elements (39) are made story-high.
- Frame according to one of claims 1 to 30, characterized in that there are at least two horizontal girders (37) between adjacent supports (3) of the frame elements (9) per story of the frame (1) according to the invention.
- Frame according to one of claims 1 to 31, characterized in that the wall elements (39) are located on top of one another abut.
- Frame according to one of claims 1 to 31, characterized in that the wall elements (39) located on top of one another overlap one another.
- Frame according to claim 33, characterized in that the upper wall element (39) extends overlapping the lower wall element (39).
- Frame according to one of claims 1 to 34, characterized in that the supports (3) are divided by the frame elements (9) and stand directly upright on one another in the region of the joint (47).
- Frame according to one of claims 1 to 35, characterized in that there is an insulation (41) on the side of the girders (37) which faces the building.
- Frame according to one of claims 1 to 35, characterized in that there is an insulation (41) on the side of the wall elements (39) which faces the building.
- Frame according to one of claims 1 to 37, characterized in that the girders (37) are from wood or metal.
- Frame according to one of claims 1 to 38, characterized in that the metal girders (37) on their ends have head-plates that are connected to vertical supports (3) of the frame elements (9).
- Frame according to one of claims 1 to 39, characterized in that vertical supports (3) with the horizontal beams (5, 7) are connected to one another by the brackets (60, 76) which engage the ends of the supports (3)/ beams (5, 7).
- Frame according to one of claims 1 to 40, characterized in that the bars (11) which connect frame elements (9) to one another are connected to vertical supports (3) by brackets (60) which engage the ends of the bars (11).
- Frame according to claim 40 or 41, characterized in that the brackets (60, 76) engage between the interconnected wooden parts which form the beams (5, 7), supports (3) and for beams (11).
- Frame according to claim 40 or 41, characterized in that brackets (60) are connected to the stay (62) of I-sections from metal forming bars (5, 7, 11).
- Frame according to claim 40 or 41, characterized in that brackets (60) are attached between webs (64) of C-sections (63) of metal which are interconnected adjoining one another back to back and which form beams (5, 7, 11).
- Frame according to one of claims 40 to 44, characterized in that on the support (3) there are at least two brackets (60) which include with one another an angle, especially an angle of 90°.
- Frame according to one of claims 1 to 45, characterized in that at least two horizontal beams (3) which point in different directions are connected to horizontal supports (5).
- Frame according to claim 46, characterized in that there are slotted or gap-shaped brackets (60, 76) which engage recesses in the end of at least one horizontal beam (5, 7) and of the vertical support (3) and which are intended for attachment of horizontal beams (5) to vertical supports (3).
- Frame according to claim 47, characterized in that the brackets (6) are rectangular.
- Frame according to claim 48, characterized in that the brackets (76) are T-shaped.
- Frame according to one of claims 46 to 49, characterized in that horizontal beams (5) connected to the horizontal parts of the brackets (76) can be pivoted around an horizontal axis.
- Frame according to one of claims 1 to 50, characterized in that on vertical supports (3) outwardly projecting cantilevers (78) for support of horizontal bars (11) are provided.
- Frame according to claim 51, characterized in that cantilevers (78) are one-piece with brackets (76).
- Frame according to one of claims 1 to 50, characterized in that between vertical supports (3) of frame elements (9) there is at least one obliquely aligned brace (70) at a time.
- Frame according to claim 53, characterized in that the brace is provided between a support (3) of the frame element (9) located in the corner region of the frame (1) and of the next inner support (3) of an adjacent frame element (9).
- Frame according to claim 53 or 54, characterized in that the braces (70) are aligned running obliquely up to the corner of the frame (1).
- Frame according to claim 53 or 54, characterized in that two brace (70) are provided extending between cross bars (72) in about the middle of height of vertical supports (3).
- Frame according to one of claim 1 to 56, characterized in that the outside wall elements (39) are attached to vertical supports (3) of frame elements (9) with a rest (80) connected in between.
- Frame according to claim 57, characterized in that the joint (81) between bordering outside wall elements (39) is covered by a cover strip (84).
- Frame according to one of claim 1 to 58, characterized in that the wall elements (39) between supports (3) are attached to strips (83) which are attached between supports (3), especially hung.
- Frame according to one of claim 1 to 59, characterized in that there are stiffening panels between supports (3) of adjacent frame elements (9).
- Frame according to claim 60, characterized in that the stiffening fields have a rectangular frame.
- Frame according to claim 60 or 61, characterized in that in the stiffening elements there is at least one obliquely (diagonally) running brace (70).
- Frame according to one of claim 53 to 62, characterized in that the obliquely running braces (70) are fixed by wedges (74) between vertical supports (3) of adjacent frame elements (9).
- Frame according to claim 60, characterized in that the stiffening panels between vertical supports (3) of adjacent frame elements (9) are detachably fixed by wedges (74) or locking screws.
- Frame according to one of claim 1 to 64, characterized in that there are wall elements (39) which are to be placed between vertical supports (3) and which can be pivoted into their position of use which is located between vertical supports (3).
- Frame according to claim 65, characterized in that the wall elements (39) can be pivoted in around a horizontal axis.
- Frame according to claim 66, characterized in that the wall elements 39 can be pivoted in around a vertical axis.
- Frame according to one of claim 65 to 67, characterized in that the wall elements (39) can be pivoted around hinges (90).
- Frame according to one of claims 65 to 68, characterized in that on the coverings (50) are strips mounted from the inside in order to seal joints between the covering (50) and the wall element (39).
- Frame according to one of claims 65 to 69, characterized in that the wall element (39) after pivoting in into its position of use is fixed in its position by fastening mens, for example by wedges knocked or pressed in.
Priority Applications (1)
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PL06704753T PL1859108T3 (en) | 2005-03-17 | 2006-03-16 | Frames for buildings |
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AT4502005 | 2005-03-17 | ||
AT11232005 | 2005-07-04 | ||
PCT/AT2006/000111 WO2006096899A2 (en) | 2005-03-17 | 2006-03-16 | Frames for buildings |
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EP1859108A2 EP1859108A2 (en) | 2007-11-28 |
EP1859108B1 true EP1859108B1 (en) | 2011-08-10 |
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EP06704753A Active EP1859108B1 (en) | 2005-03-17 | 2006-03-16 | Frames for buildings |
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EP (1) | EP1859108B1 (en) |
AT (1) | ATE519896T1 (en) |
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Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITRM20090013A1 (en) * | 2009-01-16 | 2010-07-17 | Tis Tech Idraulico Stradali | PORTAL SYSTEM FOR THE DEVELOPMENT OF DEVICES FOR DISSIPATING ENERGY PARTICULARLY SUITABLE FOR SEISMIC STRUCTURE PROTECTION |
CA2665960C (en) | 2009-05-14 | 2011-07-26 | Technostructur Inc. | Wall module, housing module and building made of such wall module |
DE102009026105B4 (en) | 2009-07-06 | 2022-03-03 | Hydro Extruded Solutions As | System for connecting mullions and transoms and use |
GB2496577A (en) | 2011-10-18 | 2013-05-22 | Simpson Strong Tie Co Inc | A portal frame with header and column connector |
FR3003283B1 (en) * | 2013-03-12 | 2021-03-19 | Sas Dhomino | MODULAR CONSTRUCTION SYSTEM |
DE102016204921A1 (en) * | 2016-03-24 | 2017-09-28 | Swg Schraubenwerk Gaisbach Gmbh | Connector and method for joining wood-based beams |
US11155977B2 (en) | 2017-04-27 | 2021-10-26 | Simpson Strong-Tie Company, Inc. | Portal frame with lap joint for moment resistance |
CN108678179B (en) * | 2018-05-17 | 2019-10-29 | 福建省惠东建筑工程有限公司 | A kind of prefabricated buildings |
CN111364616A (en) * | 2020-04-15 | 2020-07-03 | 中建七局(上海)有限公司 | Super high-rise building giant frame bottom inclined leg rigid frame type supporting structure and construction method |
RU2771357C1 (en) * | 2021-10-21 | 2022-05-04 | Сергей Владимирович Нестеров | Method, building element and kit for construction of wooden frame of building |
Family Cites Families (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1689642A (en) * | 1928-10-30 | Sectional built portable house | ||
US2058386A (en) * | 1932-10-20 | 1936-10-20 | Johns Manville | Wall assembly |
US2500636A (en) * | 1945-03-27 | 1950-03-14 | George W Schumacher | Hanging device for wooden beams |
US3008195A (en) * | 1954-09-16 | 1961-11-14 | Contemporary Structures Inc | Building frame unit |
US3427055A (en) * | 1967-05-31 | 1969-02-11 | Automated Building Components | Corner joint and connector plate therefor |
US3662502A (en) * | 1970-05-28 | 1972-05-16 | Truss Mfg Co Inc | Building frame and method of erecting a building |
GB1402849A (en) * | 1971-06-09 | 1975-08-13 | Girling Ltd | Telescopic gas springs |
US4244602A (en) * | 1976-06-01 | 1981-01-13 | Allsop Automatic, Inc. | Shock-absorbing ski pole grip and method of adjusting the same |
US4285176A (en) * | 1979-08-06 | 1981-08-25 | Runkle Paul S | Shelter truss |
IE53808B1 (en) * | 1982-09-21 | 1989-03-01 | Linton Systems Ltd | Improvements in or relating to framework |
US4869036A (en) | 1987-03-16 | 1989-09-26 | Building With Legs, Ltd. | Modular building construction |
EP0380503B1 (en) * | 1987-08-13 | 1994-06-08 | Force 10 Holdings Pty Ltd | Building |
US5577357A (en) * | 1995-07-10 | 1996-11-26 | Civelli; Ken | Half log siding mounting system |
US6088982A (en) * | 1996-01-29 | 2000-07-18 | Hiesberger; Michael A. | System for connecting structural wall members |
JP3066734B2 (en) * | 1996-11-15 | 2000-07-17 | 株式会社ウエスト | Equipment for wooden building framing |
US5983577A (en) * | 1997-02-19 | 1999-11-16 | Erecta Shelters, Inc. | Light weight pre-engineered prefabricated modular building system |
US5901523A (en) * | 1997-11-13 | 1999-05-11 | Tasi; Hsiang Jung | Assembly unit of frame structure |
US6131361A (en) * | 1998-03-04 | 2000-10-17 | Murphy; James T. | Displaceable support bracket for drywall panel installation |
DE20117146U1 (en) * | 2001-10-18 | 2003-02-27 | Lenhart, Klaus, 73275 Ohmden | Trekking pole with shock absorber |
WO2003069083A1 (en) * | 2002-02-18 | 2003-08-21 | Timberfix Limited | Construction system |
US20050005561A1 (en) * | 2003-07-11 | 2005-01-13 | Nucon Steel Corporation | Lateral and uplift resistance apparatus and methods for use in structural framing |
US7065932B2 (en) * | 2003-10-06 | 2006-06-27 | Simpson Strong-Tie Company, Inc. | Top flange stud to plate tie |
-
2006
- 2006-03-16 PL PL06704753T patent/PL1859108T3/en unknown
- 2006-03-16 WO PCT/AT2006/000111 patent/WO2006096899A2/en active Application Filing
- 2006-03-16 US US11/886,472 patent/US20080148678A1/en not_active Abandoned
- 2006-03-16 EP EP06704753A patent/EP1859108B1/en active Active
- 2006-03-16 RU RU2007138387/03A patent/RU2397295C2/en not_active IP Right Cessation
- 2006-03-16 CA CA002601590A patent/CA2601590A1/en not_active Abandoned
- 2006-03-16 AT AT06704753T patent/ATE519896T1/en active
Also Published As
Publication number | Publication date |
---|---|
US20080148678A1 (en) | 2008-06-26 |
EP1859108A2 (en) | 2007-11-28 |
CA2601590A1 (en) | 2006-09-21 |
ATE519896T1 (en) | 2011-08-15 |
WO2006096899A2 (en) | 2006-09-21 |
RU2397295C2 (en) | 2010-08-20 |
RU2007138387A (en) | 2009-04-27 |
WO2006096899A3 (en) | 2007-04-19 |
PL1859108T3 (en) | 2011-12-30 |
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