EP1264051A1 - Element de paroi ou de plafond - Google Patents

Element de paroi ou de plafond

Info

Publication number
EP1264051A1
EP1264051A1 EP01913367A EP01913367A EP1264051A1 EP 1264051 A1 EP1264051 A1 EP 1264051A1 EP 01913367 A EP01913367 A EP 01913367A EP 01913367 A EP01913367 A EP 01913367A EP 1264051 A1 EP1264051 A1 EP 1264051A1
Authority
EP
European Patent Office
Prior art keywords
beams
profile
wall
row
section
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP01913367A
Other languages
German (de)
English (en)
Other versions
EP1264051B1 (fr
Inventor
Georg Ganaus
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ganaus Georg
Original Assignee
Ganaus Georg
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ganaus Georg filed Critical Ganaus Georg
Publication of EP1264051A1 publication Critical patent/EP1264051A1/fr
Application granted granted Critical
Publication of EP1264051B1 publication Critical patent/EP1264051B1/fr
Priority to CY20061101127T priority Critical patent/CY1107477T1/el
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function

Definitions

  • the invention relates to a wooden wall or ceiling element with side-by-side and interconnected profile beams, which have an at least partially different thickness with respect to a central plane of the row of beams in terms of their cross-section between their connection points for the adjacent profile beams in the row of beams
  • the profile beams can have a cross-section with an essentially rectangular basic shape or a basic shape with convex mimicking convex outer borders (US 2665 455 A), so that between the connection points for the adjacent profile beams in the row of bars a different thickness perpendicular to the central plane of the row of bars gives the disadvantage of these known block-type walls is independent of the respective outer shape that the wooden for building walls with a predetermined wall thickness design profile beams from tree trunks with a corresponding one Trunk diameter must be made so that the wall thickness can only be specified depending on the available profile beams
  • the invention is therefore based on the object to design a wooden wall or ceiling element of the type described in such a way that a wall thickness exceeding the corresponding cross-sectional dimensions of the profile beams can be ensured with simple structural means, with wall properties that are quite comparable to a block construction wall
  • the invention achieves the stated object in that in the profiling of the outer surfaces of the row of beams formed by the different beam thickness, at least on one side outer beams engage in a form-fitting manner, the cross section of which is limited by the central plane or a parallel plane, from connection point to connection point extending partial cross-section corresponds to the profile beam
  • the profile bars of the same shape need only be pivoted by 180 ° with respect to a transverse axis to the central plane for an interlocking engagement of two profile beams on an outer surface of the row of bars , unless a symmetrical profile with respect to a central plane between the connection points is selected from the outset.
  • the form fit is offset by half the distance between the two rows of bars by a mutual ischen the connection points for the abutting profile beams of the row of beams achieved Due to the profiling of the outer surfaces of the row of beams, however, no flat wall surface can be formed.For this reason, outer beams are provided that engage in a form-fitting manner in the profiled outer surface of the row of beams and result in a flat wall surface on the side facing away from the row of beams , which corresponds to the cross-section of the profile beams halved with respect to the central plane of the profile row.
  • the limitation of the partial cross-section of the profile beams can also be achieved by a plane parallel to the central plane, provided that the partial cross-section of the profile beams obtained extends from connection point to connection point with the inventive design in cooperation with the outer beams, which have a partial cross-section of the profile beams, the profile beam can thus be constructed in modular form from thin trunk timber It is not imperative to assemble all the proposed rows of Baiken from wooden profile beams.
  • Foam profiles with a cross-section corresponding to the profile beams or the outer beams could also be used to obtain a wall or ceiling element with a heat-insulating core or a heat-insulating outer layer
  • the profile beams can have a cross section which is symmetrical to the central plane of the row of beams, the outline shape of the thick points of the cross section of the profile beams being the same as the negative outline shape of the thinning points.
  • the cross-section of the beam symmetrical to the central plane can also be replaced by a cross-section which is symmetrical in the area of the outer surfaces with respect to a longitudinal axis of the beam, with a largely identical function Supplemented, profile beams are obtained, to which similar profile beams can be connected to all four long sides, which in particular facilitates the formation of corner areas
  • Advantageous design conditions arise when the profiling of the outer surface of the row of beams forms undercut grooves, because in this case the undercut grooves allow a positive cross-connection without additional connecting means.
  • the undercut grooves preferably lie in the transition area between two abutting profile beams in order to be able to advantageously adapt the cross-sectional shape of the profile beams to the round trunk cross section.
  • the profile beams have a circular cylindrical basic cross-section with flattenings for the connection points which are perpendicular to the central plane of the row of beams.
  • Profile beams with a basic cross-section of a regular hexagon ensure a similarly good use of the trunk.
  • the profile beams can have undercut shoulders on the outer surfaces of the row of beams, which creates simple profile shapes, in particular in connection with rectangular profile beams
  • the profile bars can be provided with radial longitudinal slots, which can be used with a suitable slot guide to brace the interlocking profile bars against one another if wood movements become transverse due to changing moisture conditions adjust the slits
  • FIG. 3 shows an embodiment of a wall or ceiling element according to the invention modified from FIG. 2 with essentially cuboid profile beams to which the outer beams are connected without displacement in the longitudinal direction of the row of beams,
  • FIG. 4 shows a further embodiment of a wall or ceiling element according to the invention made of profile beams with a circular cylindrical basic cross-sectional shape
  • FIG. 5 shows a further embodiment of a wall or ceiling element according to the invention with profile beams having a hexagonal cross section
  • FIG. 6 shows a wall or ceiling element according to the invention with an unclosed total cross-sectional area
  • 7 shows a further embodiment of a wall or ceiling element according to the invention made of profiled beams with a rotationally symmetrical cross section
  • the wall or ceiling element according to the exemplary embodiment according to FIG. 1 is constructed from individual profile beams 1 with a square cross-section, which are lined up to form a row of beams 2. Since the profile beams 1 are lined up in the direction of their diagonals, they point with respect to a central plane 3 the row of beams 2 has a different thickness between the connection points 4 formed by the longitudinal edges of the profile for the adjacent profile beams 1 in the row 2 of beams. The thickness measured perpendicular to the central plane 3 thus extends over a range whose lower limit value by the connection points 4 and its upper limit value the diagonals of the square cross-section are determined.
  • the resulting thick and thin points of the row of beams 2 thus result in a profiling of the outer surfaces 5 of the row of beams 2, into which outer beams 6 can be inserted in a form-fitting manner.
  • the outer beams 6 half the cross-section of the profile beams 1, limited by the central plane 3 of the row of beams 2, so that the incisions resulting from the profiling of the outer surfaces 5 are filled in by the outer beams 6.
  • the outer beams 6 thus close the wall or ceiling element plane-parallel wall surfaces 7 from
  • the connection between the profile beams 1 and the outer beams 6 is left open in FIG. 1, because depending on the use of the wall or ceiling element, different types of connection familiar to the person skilled in the art are possible
  • the exemplary embodiment according to FIG. 2 shows essentially cuboidal shaped profile beams 1 which abut one another in the area of the connection points 4 via side surfaces.
  • the profiling of the outer surfaces 5 of the row of beams 2 is achieved by undercut shoulders 8, with 8 between the opposing shoulders two abutting profile beams 1 gives an undercut groove 9.
  • the arrangement of the undercut shoulders 8 is symmetrical to a central plane 10 of the profile cross section perpendicular to the central plane 3, so that the outer beams 6, the cross section of which in turn corresponds to the half cross section of the profile beams 1 determined by the central plane 3, butt in the middle plane 10 between the connection points 10 when they engage with their undercut counter shoulders 11 in the profile grooves 9 of the outer surface 5 of the row of beams 2 since the undercuts of the shoulders 8 and 11 open in the longitudinal direction of the row of beams 2, the profile beams 1 and associated outer beams 6 are successively joined together in the longitudinal direction of the row of beams 2.
  • the undercut grooves 9 resulting from the undercut shoulders 8, 11 prevent the bars 1 and 6 from mutually displacing transversely to the wall or ceiling element. It is therefore necessary only to be provided for a connection in the longitudinal direction of the row of beams 2, for example by means of end bolts or corresponding dowels. Of course, a glue connection can also be provided
  • the wall or ceiling element according to FIG. 3 shows profiled beams 1, the cross section of which has no symmetry with respect to a central plane between the connection points 4.
  • the profiling of the outer surfaces 5 of the row of beams 2 is namhch by a central, undercut shoulder 8 formed
  • the outer beams 6, which in turn correspond to a half cross-section of the profile beams 1 with respect to the central plane 3 can only be added to the outer surface 5 after turning through 80 ° about an axis perpendicular to the central plane 3, since the outline shape of the thick spots is the same as for others
  • Embodiments are also similar to the negative form of the outline of the thinnings, in this case too, the outer beams 6 engage in the profiling of the outer surface 5 of the beam row 2.
  • the cross-sectional shape of the profile beams 1 of the wall or ceiling element according to FIG. 4 advantageously resembles the round trunk shape of the wood, so that there is a particularly favorable material utilization.
  • This advantageous trunk utilization is achieved by an essentially circular-cylindrical basic shape of the profile cross-section, which only has flattenings perpendicular to the central plane 3 in the area of the connection points 4, since the outer outline shape of the thick points in the present case If the course is convex, the thinning points must have a correspondingly negative concave shape, as can be seen directly from FIG. 4.
  • connection points 4 Because of the symmetrical arrangement of the thick and thinning points between the connection points 4, there is again a displacement between the row of bars 2 and the row the connecting bar 6 by half the distance between the connection points 4 an.
  • the undercut grooves 9 for receiving the outer bars 6 are formed according to FIG. 2 by undercut shoulders 8
  • profiled beams 1 with a cross section in the form of a regular hexagon.
  • the connection between the profiled beams 1 and the outer beams 6 takes place according to the exemplary embodiment via dovetail grooves 12, which allow an all-round positive connection transversely to the beams.
  • dovetail connection in different directions prevents the beams from being joined together in the longitudinal direction of the row of beams 2.
  • the longitudinal beams 6 have to be pushed onto the profile beams 1 in their longitudinal direction in order to prevent moisture from penetrating to prevent any butt joints formed between the outer beams 6, seals 13 can be inserted in the area of these butt joints.
  • the embodiment of the wall or ceiling element corresponds to the embodiments already described
  • the profile beams 1 are adapted to the shape of a round trunk in comparison to FIG. 3 for better wood utilization. It follows that the outline shape of the thick spots is not the negative outline shape of the Thinn places is the same, but only fits into this outline shape, with cavities 14 remaining between the thick and thin places of the abutting profile beams 1 and outer beams 6, which are covered by the outer beams 6 and bring an improvement in thermal insulation with them without impairing the strength
  • the profile beams 1 have no symmetry with respect to the central plane 3 of the row of beams 2, but instead form a rotationally symmetrical cross section with respect to a longitudinal axis 15 of the associated profile beam 1.
  • This also allows on the one hand a construction of the wall or ceiling element according to the invention and on the other hand offers a simple possibility of corner formation, because because of the rotational positions that match after every 90 °, there are the same connection conditions on all four longitudinal sides of the profile beams 1, so that the outer beams 6 are also offset by 90 ° to one another an end profile bar 1 can be placed in a row of bars 2, as can be seen directly from FIG. 7
  • radial elongated slots 16 can be provided in the profile beams 1. These elongated slots 16 indicated in FIGS. 4, 6 and 7 also support the mutual wedging of the profile beams 1 and the external beams 6, because the parts of the profiled beams 1 which extend on both sides of the longitudinal slots 16 tend to move apart
  • the invention is of course not limited to the exemplary embodiments shown, because the cross-sectional configuration of the profile beams 1 can be modified in a variety of ways.
  • the only thing that matters is that the profiled beams 1 have a profiled outer surface 5 of the row of beams 2 by making the profile beams 1 thick and thin to achieve, engage in the outer beams 6 corresponding to a partial cross section of the profile beams 1
  • This profiling of the outer surfaces 5 of the row of beams 2 not only allows a flat termination of the wall surfaces but also provides the prerequisite for any Extension of the wall or ceiling element by further rows of beams 2, so that even profile beams made of thin trunk wood 1 wall or ceiling elements of comparatively large thickness can be produced in a solid wood version. Since not all rows of beams have to be made of wood, but the beams can sometimes also consist of a foam profile, the wall or ceiling elements can be constructed in a modular manner with a heat-insulating layer.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Building Environments (AREA)
  • Panels For Use In Building Construction (AREA)
  • Finishing Walls (AREA)
  • Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
  • Glass Compositions (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
EP01913367A 2000-03-17 2001-03-13 Element de paroi ou de plafond Expired - Lifetime EP1264051B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CY20061101127T CY1107477T1 (el) 2000-03-17 2006-08-10 Ξυλινο στοιχειο τοιχωματος ή οροφης

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AT0044000A AT409151B (de) 2000-03-17 2000-03-17 Hölzernes wand- oder deckenelement
AT4402000 2000-03-17
PCT/AT2001/000069 WO2001071114A1 (fr) 2000-03-17 2001-03-13 Element de paroi ou de plafond

Publications (2)

Publication Number Publication Date
EP1264051A1 true EP1264051A1 (fr) 2002-12-11
EP1264051B1 EP1264051B1 (fr) 2006-05-24

Family

ID=3674231

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01913367A Expired - Lifetime EP1264051B1 (fr) 2000-03-17 2001-03-13 Element de paroi ou de plafond

Country Status (9)

Country Link
EP (1) EP1264051B1 (fr)
AT (2) AT409151B (fr)
AU (1) AU2001238997A1 (fr)
CY (1) CY1107477T1 (fr)
DE (1) DE50109874D1 (fr)
DK (1) DK1264051T3 (fr)
ES (1) ES2265417T3 (fr)
PT (1) PT1264051E (fr)
WO (1) WO2001071114A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011106558U1 (de) 2010-10-11 2012-02-09 Anna Ganaus Schubdichtleiste
DE202011106560U1 (de) 2010-10-11 2012-02-10 Anna Ganaus Schubleiste

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT512048B1 (de) * 2012-01-17 2013-05-15 Ganaus Anna Holz-systemwand
AT13952U1 (de) * 2013-05-29 2015-01-15 Zainzinger Karl Wandelement
AT513844B1 (de) 2013-06-12 2014-08-15 Ganaus Anna Systemwand aus Staffelhölzern
AT514424B1 (de) 2013-07-11 2015-01-15 Ganaus Anna Schubsteifes Wand- und Deckenelement
DE102017201813A1 (de) * 2017-02-06 2018-08-09 Werner Grosse Bausystem
RU188076U1 (ru) * 2018-12-26 2019-03-28 федеральное государственное бюджетное образовательное учреждение высшего образования "Московский государственный технический университет имени Н.Э. Баумана (национальный исследовательский университет)" (МГТУ им. Н.Э. Баумана) Стеновая конструкция

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1902309A (en) * 1930-01-31 1933-03-21 Log Cottage Company Log house
US2049190A (en) * 1934-07-21 1936-07-28 Bemis Ind Inc Building construction
US2665455A (en) * 1951-01-09 1954-01-12 Henry W Salo Structural unit and structure
FR2389725A1 (en) * 1977-05-03 1978-12-01 Tecsabois Sa Building of oak planks, used as house or garage - is made of rectangular sections with outer bark retained, interlocked by wooden pegs, and nailed
CA1099072A (fr) * 1979-03-21 1981-04-14 Laird W. Schilbe Assemblage des angles et des croisements pour constructions en bois rond
CA2049335A1 (fr) * 1989-12-15 1991-06-16 Anna Q. Stephens Structure efficace
US5103610A (en) * 1990-02-12 1992-04-14 Walters Victor R Log building element
US6023895A (en) * 1997-06-24 2000-02-15 Anderson; Theodore W. Log interface and log walls and buildings constructed therefrom
GB2334729B (en) * 1998-02-26 2002-08-21 Walter Lindal Wooden frame building construction
EP1031673A3 (fr) * 2000-02-28 2002-10-23 Sir Walter Lindal Joints étanches entre pièces en bois

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0171114A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011106558U1 (de) 2010-10-11 2012-02-09 Anna Ganaus Schubdichtleiste
DE202011106560U1 (de) 2010-10-11 2012-02-10 Anna Ganaus Schubleiste

Also Published As

Publication number Publication date
DK1264051T3 (da) 2006-09-25
PT1264051E (pt) 2006-10-31
ATA4402000A (de) 2001-10-15
CY1107477T1 (el) 2013-03-13
EP1264051B1 (fr) 2006-05-24
AT409151B (de) 2002-06-25
ATE327392T1 (de) 2006-06-15
WO2001071114A1 (fr) 2001-09-27
ES2265417T3 (es) 2007-02-16
DE50109874D1 (de) 2006-06-29
AU2001238997A1 (en) 2001-10-03

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