EP1859108A2 - Frames for buildings - Google Patents
Frames for buildingsInfo
- Publication number
- EP1859108A2 EP1859108A2 EP06704753A EP06704753A EP1859108A2 EP 1859108 A2 EP1859108 A2 EP 1859108A2 EP 06704753 A EP06704753 A EP 06704753A EP 06704753 A EP06704753 A EP 06704753A EP 1859108 A2 EP1859108 A2 EP 1859108A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- frame
- frame according
- uprights
- metal
- horizontal
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- 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
-
- 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
-
- 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), z. B. a residential building or a hall forms.
- 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 invention is further based on the object to provide an angle made of metal, which can be advantageously used in the frame according to the invention to ensure the required load capacities of the compounds of the uprights and support of frame members of the frame according to the invention.
- the desired freedom of movement of the size, shape and equipment of the frame according to the invention comprising buildings and stability of the frame and the building equipped with it, no matter whether it is a residential building, a hall building or another building, with the simplest means and reliably guaranteed.
- Frame arranged horizontal bolt takes place, there is 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 with one another carry wall elements on their side facing the outside of the frame.
- the wall elements which are connected in one embodiment with the horizontal latch, can be designed with windows and / or doors.
- braces aligned between vertical uprights of the frame elements and also aligned obliquely to the vertical uprights can be arranged. It is preferred if the obliquely oriented struts are arranged in corner regions of the frame according to the invention.
- the braces are preferably oriented 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 upwards to the arranged in the corner, vertical uprights of the frame according to the invention.
- the embodiment of the frame with oblique struts between vertical uprights adjacent frame elements can also be modified so that between the uprights, approximately at half the height of the uprights, a horizontal strut (cross strut) is provided, with above and below the horizontal strut , at least one 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 interconnect side-by-side frame elements and hold them in the desired position, so that a dimensionally stable frame for the building results.
- the inventively provided wall elements may consist of tall Me ⁇ (sheet), 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 by hinges, for example
- a plaster can od. Like. be attached.
- the plaster can be arranged between the stops formed as hoods, so that the plaster is interrupted by the stops.
- wall elements can also be attached to the frame according to the invention in such a way that a covering covering the entire width of the post is provided on the outside of the upright, in particular waterproof, lining - this lining is particularly advantageous if vertical uprights are used which consist of two wooden parts, which are in the longitudinal direction together, are composed.
- the abutting areas between adjacent outer wall elements can rest in the area of the vertical posts on the paneling of the posts.
- the fixing of the outer wall elements can take place directly on the uprights (from the outside), or retaining strips or bars are provided between the vertical uprights to which the outer wall elements are fastened.
- 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.
- an embodiment is considered, in the stiffening fields and / or Schrägverstrebungen, regardless of whether they are arranged in Aussteifungsfeldern or directly between vertical uprights of frame members, with the aid of detachable wedges, steel screws, od. Like. are fixed. This allows, if necessary (eg in a repair), in the case of additional installations, and the like. Stiffening panels or diagonal struts, temporarily remove or replace. Further details, features and advantages of the invention will become apparent from the following description of the invention
- FIG. 1 shows schematically a frame for a building
- FIG. 2 shows an embodiment for the connection of vertical uprights and horizontal beams by means of metal angles
- FIG. 3 shows another embodiment of a connection of vertical uprights and horizontal beams by means of metal angles
- FIG. 4 shows an embodiment of the connection of a carrier of a false ceiling with a bolt connecting frame members of frame elements
- FIG. 5 shows three different embodiments of metal angles that can be used within the scope of the invention (shown in abutment with each other)
- FIG. 6 shows a detail of a frame according to the invention in view
- FIG. 7 shows a section along the line VII-VII in FIG. 6
- FIGS. 8 to 11 schematically show further embodiments for the connection between vertical uprights and horizontal supports
- FIG. 12 and 13 show two possible embodiments of horizontal supports made of metal (steel)
- Fig. 14 is an oblique brace for stiffening between FIG. 16 shows the connection of a horizontal beam to a vertical upright of frame elements
- FIG. 17 shows another embodiment of the connection of horizontal beams to vertical uprights
- FIG. 18 shows a horizontal section of the arrangement of outer wall elements on a vertical upright
- FIG. 19 shows a vertical upright made of metal
- FIG. 20 shows a view similar to FIG. 7 shows an embodiment with a foldable wall element
- FIG. 21 shows the embodiment of FIG in side view.
- a shown in Fig. 1 frame 1 for a two-story (residential) building consists of a plurality of vertical uprights 3 and connected thereto, arranged in the example in two superimposed planes, horizontal beams 5 and 7.
- the thus formed frame elements 9 of two vertical uprights 3 and 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 placed parallel to each other and on the ground with the help of ground anchors or with the help of designed bars and steel angles attached. 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 spaced apart frame elements 9 to connect with each other to a spatial framework 1 the spaced apart frame elements 9 to connect with each other to a spatial framework 1, the
- 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 shown by way of example in FIG. 4.
- angle 17 made of sheet metal, especially 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.
- the fields lying on the narrow sides of the frame 1 according to the invention between intermediates 6, uprights 3 and horizontal supports 5, 7 can be separated by posts (latches) 11, e.g. the embodiments of posts 11 shown in Fig. 4, partially or completely closed. It is also possible, the frame elements 9, which are arranged at the end of the frame 1, with panels to connect (screw) when a blind page is provided.
- struts 70 may be provided, as shown in FIGS. 14 and 15.
- 14 shows an embodiment with an obliquely from bottom to top extending strut 70, wherein the strut 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 arranged angle stiff is.
- one embodiment may be selected in the manner of a truss (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 described with reference to FIGS. 14 and 15 can also be used analogously for stiffening elements inserted between vertical uprights 3 of frame elements 9, which have a substantially rectangular frame and at least one obliquely extending strut 70 therebetween.
- Both inclined struts 70 according to FIGS. 14 and 15 and stiffening elements which are inserted between vertical uprights 3 can be detachably fixed by means of wedges 74 (FIG. 15) or other releasable fastening means (setscrews), so that they can be used as required can be removed.
- 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 shown in Fig. 16 of a horizontal beam 5 to vertical uprights 3 of frame members 9 with the help 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 capacity is not is impaired (end-loaded wood has a high load capacity, unlike wood transversely loaded to the grain direction).
- the tabs 76 can be arranged on both outer sides of both the vertical post 3 and the horizontal carrier 5.
- the horizontal support 3 on the tabs 76 which then act as brackets to pivotally attach a horizontal axis.
- 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 long-side contiguous and interconnected wooden parts.
- projections 78 may be integrally formed integrally formed on their vertically aligned legs.
- protrusions 78 protrude from the uprights 3 on the opposite side of the horizontal support 5, and serve as a support for horizontal posts (latch) 11.
- Such relative to the frame elements 9 outwardly facing projections are particularly advantageous when on horizontal posts or Latches 11 outer wall cladding elements are attached, since the projections 78 ablate the vertical forces in the inventive frame 1.
- 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 inventive frame members 9 where they are needed.
- the legs of the tabs 76 may have holes 19 and / or bent-out nail 21, as explained in connection with the metal angles 17 (FIG. 5).
- the horizontal posts 11, which frame elements 9 connect to each other to the frame 1, be wooden posts, as described for example with reference to FIG. 4. This is not mandatory.
- the horizontal latches 11 can also be metal profiled strips, which is advantageous in particular for latches 11 provided at lower ends of the vertical uprights 3 of the frame elements 9, since they can be made narrower than wooden latches, so that not so much structural height is lost there.
- tabs 60 which both in the horizontal support 5 and vertical uprights 3 - in each case in the end region (in there provided slot 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 horizontal beams 5 are formed of steel I-beams 61 ( Figure 12)
- the tabs 60 may be flush with and connected to the web 62 of the I-beams 61, e.g.
- tab 60 forms as it were an extension of the web 62 of the I-beam 61.
- tabs 60 may be connected to the web 62 in alignment with a leg projecting from the center thereof, such as which is shown in Fig. 19. Also on both sides of the uprights 3 protruding tabs 60 are possible in uprights 3 I-profile steel 61.
- the tabs 60 can be arranged between the webs 64 of the U-profiles 63 arranged and fixed there by means as indicated above for the embodiment of Fig. 12.
- Fig. 9 shows a corner node
- Fig. 10 a T-node
- Fig. 11 a cross node, as he will be found, for example, inside buildings.
- Fig. 17 is shown in more detail how a connection between the uprights 3 and horizontal beam 5 or 7, or as a node, as shown in FIGS. 8 to 11 may be formed when both the uprights 3 and the carrier. 5 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 in the longitudinal center of the vertical post
- the horizontal support 5 is arranged.
- 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 one part (upright or upright). ger) made of wood.
- the inventively with the help of metal angles 17 or tabs 60, 76 interconnected (screwed) uprights 3, beams 5 and 7 and intermediate posts 6 and posts (latch) 11 give the frame 1 of a building on all sides high stability.
- 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.
- the uprights 3 at the top are provided on either side with metal angles 17 or tabs 60 ( Figures 8 to 11) to which cross-over posts (e.g., horizontal beams 5 or 7) are bolted.
- 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 middle longitudinal wall allows to carry out the outer walls in lightweight construction, in particular, on a good insulation, especially heat 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 by means of (perforated) metal angle 17 or La see 60, 76 with each other.
- Fig. 5 are - adjacent to each other - three different embodiments for usable in the frame 1 of the invention metal angle 17 is shown.
- These angles 17 are made of sheet metal, preferably sheet steel, and are rounded in the corner 18 outside and inside, as shown in Fig. 5. These roundings favored the flow of force in the material.
- these can, as indicated in FIG. 5, be punched to save material from a correspondingly wide metal band, in particular sheet steel strip.
- 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 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.
- a metal angle 17 has in both legs 23 both punched and bent out of the plane of the angle nails 21 as well
- Embodiment selected so that the punched nails 21st
- metal angles 17 can be used for the connection of the components of the frame 1 and its frame elements 9. It is also contemplated within the scope of the invention that for the connection of the components of the frame 1 and its frame elements 9, two metal angles 17 arranged next to one another are used become. In this case, metal angles 17 can be used
- Legs 23 are connected to legs 23 adjacent to each other.
- the angles 17 together form an angle of 90 '.
- Such interconnected (welded) metal angles 17 together form a planar "T" (similar to the tabs 76 of FIG. 16) or a "T” which is angled in the region of the central "T" leg.
- 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 final connection can then be made without additional aids which hold the parts together by setting fastening elements, such as screws, bolts or nails.
- 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 rigidity of the frame 1 forming a structural body according to the invention.
- upper horizontal support 5 of each frame element 9 as straight
- Carrier 5 are formed, in the context of the invention is also considered an embodiment in which the horizontal support 5 of each frame element 9 or at least individual frame elements 9 of the frame 1 according to the invention are adapted to the roof shape of a building to be produced using the frame 1 according to the invention building ,
- 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 u.a.
- Fig. 6 and 7 of the frame 1 according to the invention only two uprights 3 of frame members 9 and two horizontal support 7 are shown.
- the uprights 3 may consist of two uprights 3, which are arranged without interposing, for example, horizontal beams 7 and indirectly to 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.
- an intermediate ceiling 30 consisting of the corresponding number of horizontal beams 31 and a ceiling floor 33, which in the embodiment shown consists of several tracks (wooden boards) is.
- two bars 37 which are aligned horizontally, are fixed in the illustrated embodiment.
- 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. Likewise in FIG. 7 it is shown that on the inner side te of the wall element 39 an 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 outer side of the vertical uprights. The stops 50 extend at least over part of the height of the vertical uprights 3 and in the embodiment shown are on both sides over the vertical uprights 3. With the sections protruding laterally beyond the uprights 3, the abutment 50 ensures the exact alignment of wall elements 39 without the need for special attention.
- an insulation 41 may be attached on the inside of the wall elements 39. This insulation 41 (see FIG. 7) can be arranged between the bars 37 and / or on the side of the bars 37 facing the interior of the building. 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.
- a layer of plaster 45 can be applied to the wall elements 39 on the outside, the plaster 45 extending between the stops 50 or alternatively between uprights 3, ie being interrupted by the stops 50 or the uprights 3.
- connection of horizontal beams 5, 7 may preferably be formed as has been explained with reference to FIG. 16.
- a wall element 39 can be constructed as follows with reference to FIG Figs. 20 and 21 described between vertical uprights 3 in
- hinges 90 to either horizontal components (eg, an intermediate ceiling) between vertical supports 3, or also by means of hinges 90 to a vertical upright 3 itself hinged so that it accurately positioned entwe between vertical uprights 3 'of the about a horizontal (arranged at the lower end of the wall member 39) axis (as in Fig. 20 and 21) or about a vertical axis which is in the region of one of the two uprights 3 between which a wall element 39 is to be placed in position, is arranged can be pivoted in 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 element 39 can take place in any desired manner, for example with separate attachment means or else with the aid of wedges which are hammered or pressed into the butt joints between vertical uprights 3 and wall element 39.
- 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.
- Wall cladding (in particular smaller, lighter wall cladding, for example for residential buildings) mounted externally, resting on a longitudinal bar;
- Wall coverings in particular smaller, lighter wall coverings, for example for residential buildings mounted from inside, with abutment against stops 50 (hoods) on the vertical uprights 3; - wall cladding (especially larger / heavier wall cladding fertilizer for commercial buildings) mounted from the inside, with hinged mounting; with a. Hinge on bottom tie, b. Hinge on a vertical upright or c. without hinge, hinged only during assembly - the joint cover can be made as desired.
- 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.
- Fig. 18 a variant of the attachment of wall elements 39 on the outside of the frame 1 according to the invention forming frame elements 9 is shown.
- 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 may 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 (further uprights and / or support) can be arranged.
- a building such as a residential building or a hall, has a frame 1, which consists of several mutually parallel and spaced-apart frame elements 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.
- 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.
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL06704753T PL1859108T3 (en) | 2005-03-17 | 2006-03-16 | Frames for buildings |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT4502005 | 2005-03-17 | ||
AT11232005 | 2005-07-04 | ||
PCT/AT2006/000111 WO2006096899A2 (en) | 2005-03-17 | 2006-03-16 | Frames for buildings |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1859108A2 true EP1859108A2 (en) | 2007-11-28 |
EP1859108B1 EP1859108B1 (en) | 2011-08-10 |
Family
ID=36992073
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06704753A Active EP1859108B1 (en) | 2005-03-17 | 2006-03-16 | Frames for buildings |
Country Status (7)
Country | Link |
---|---|
US (1) | US20080148678A1 (en) |
EP (1) | EP1859108B1 (en) |
AT (1) | ATE519896T1 (en) |
CA (1) | CA2601590A1 (en) |
PL (1) | PL1859108T3 (en) |
RU (1) | RU2397295C2 (en) |
WO (1) | WO2006096899A2 (en) |
Families Citing this family (9)
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 |
GB2516776B (en) | 2011-10-18 | 2016-07-27 | Simpson Strong-Tie Company Inc | Portal frame |
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 |
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 |
KR930001722B1 (en) * | 1987-08-13 | 1993-03-12 | 엘 바라도 홀딩스 피티와이. 리미티드 | Building structures |
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 | Trekking pole with shock absorber |
PL371936A1 (en) * | 2002-02-18 | 2005-07-11 | 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 RU RU2007138387/03A patent/RU2397295C2/en not_active IP Right Cessation
- 2006-03-16 PL PL06704753T patent/PL1859108T3/en unknown
- 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 WO PCT/AT2006/000111 patent/WO2006096899A2/en active Application Filing
- 2006-03-16 CA CA002601590A patent/CA2601590A1/en not_active Abandoned
- 2006-03-16 AT AT06704753T patent/ATE519896T1/en active
Non-Patent Citations (1)
Title |
---|
See references of WO2006096899A2 * |
Also Published As
Publication number | Publication date |
---|---|
EP1859108B1 (en) | 2011-08-10 |
RU2397295C2 (en) | 2010-08-20 |
WO2006096899A3 (en) | 2007-04-19 |
CA2601590A1 (en) | 2006-09-21 |
WO2006096899A2 (en) | 2006-09-21 |
US20080148678A1 (en) | 2008-06-26 |
ATE519896T1 (en) | 2011-08-15 |
RU2007138387A (en) | 2009-04-27 |
PL1859108T3 (en) | 2011-12-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1859108B1 (en) | Frames for buildings | |
EP2099978B1 (en) | Construction system for tall structures | |
DE2309481A1 (en) | A HOUSE CONSISTING OF ROOM BOXES | |
DE102005009978A1 (en) | Sebst-carrying room cell with non-supporting outer walls | |
EP2722451B1 (en) | Building system, in particular residential building | |
EP0843053A1 (en) | Frictional connection between column and beam or between beams | |
NL8201299A (en) | BUILDING, WALL SECTIONS AND PROFILES THEREFOR. | |
DE938874C (en) | Building consisting of a metal skeleton and panel cladding | |
DE60315714T2 (en) | MODULAR COMPONENT AND METHOD FOR ASSEMBLING THEREOF | |
DE4403242C2 (en) | Walls for a multi-story building | |
DE2900477A1 (en) | Simple prefabricated unit assembled building - has cruciform segment as central structural component determining dimensions | |
AT525235B1 (en) | House consisting essentially of panel-shaped boxes | |
EP1160388A2 (en) | Prefabricated roof and roof unit for a building | |
DE827409C (en) | Skeleton construction with a load-bearing metallic support structure and a space-enclosing infill made of insulating materials | |
EP1408172A1 (en) | Building element made from sheet-metal cassettes | |
DE19812665A1 (en) | House built using wood | |
DE8122597U1 (en) | PRE-PREPARED PARTS ASSEMBLABLE BUILDING | |
DE810305C (en) | Reinforced building structure | |
EP0880624B1 (en) | Building kit | |
DE2750931C2 (en) | ||
DE102014114559A1 (en) | space cell | |
AT8840U1 (en) | FRAME FOR BUILDINGS AND HOLDING DOOR USE | |
DE1559436C (en) | Movable partition wall with a supporting frame and wall panels | |
EP4105402A1 (en) | House consisting essentially of plate-shaped boxes | |
DE2309455A1 (en) | ROOM BOXES FOR PRE-FABRICATED HOUSES |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20070914 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
17Q | First examination report despatched |
Effective date: 20081006 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: TROESCH SCHEIDEGGER WERNER AG |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502006009998 Country of ref document: DE Effective date: 20111006 |
|
REG | Reference to a national code |
Ref country code: SK Ref legal event code: T3 Ref document number: E 10184 Country of ref document: SK |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: VDEP Effective date: 20110810 |
|
REG | Reference to a national code |
Ref country code: PL Ref legal event code: T3 |
|
LTIE | Lt: invalidation of european patent or patent extension |
Effective date: 20110810 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20111212 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20111210 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20111111 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FD4D |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 |
|
26N | No opposition filed |
Effective date: 20120511 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502006009998 Country of ref document: DE Effective date: 20120511 |
|
BERE | Be: lapsed |
Owner name: WOLF MODUL GMBH Effective date: 20120331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20111121 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20130326 Year of fee payment: 8 Ref country code: GB Payment date: 20130313 Year of fee payment: 8 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20111110 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20110810 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CZ Payment date: 20140313 Year of fee payment: 9 Ref country code: SK Payment date: 20140313 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120316 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20140327 Year of fee payment: 9 Ref country code: PL Payment date: 20140312 Year of fee payment: 9 Ref country code: IT Payment date: 20140313 Year of fee payment: 9 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20060316 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20140528 Year of fee payment: 9 Ref country code: FR Payment date: 20140319 Year of fee payment: 9 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20140316 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140331 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140331 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140316 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 502006009998 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150316 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 519896 Country of ref document: AT Kind code of ref document: T Effective date: 20150316 |
|
REG | Reference to a national code |
Ref country code: SK Ref legal event code: MM4A Ref document number: E 10184 Country of ref document: SK Effective date: 20150316 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150316 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20151130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20151001 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150316 Ref country code: SK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150316 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150331 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20150316 |