EP1995387B1 - Holzbauelement und daraus gebildetes Wandelement - Google Patents

Holzbauelement und daraus gebildetes Wandelement Download PDF

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Publication number
EP1995387B1
EP1995387B1 EP20080005561 EP08005561A EP1995387B1 EP 1995387 B1 EP1995387 B1 EP 1995387B1 EP 20080005561 EP20080005561 EP 20080005561 EP 08005561 A EP08005561 A EP 08005561A EP 1995387 B1 EP1995387 B1 EP 1995387B1
Authority
EP
European Patent Office
Prior art keywords
planks
layer
wood component
wood
wall element
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.)
Not-in-force
Application number
EP20080005561
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1995387A2 (de
EP1995387A3 (de
Inventor
Gerhard Sauli
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.)
Mwt Micro Wood Technology & Co KG GmbH
Original Assignee
Mwt Micro Wood Technology & Co KG GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mwt Micro Wood Technology & Co KG GmbH filed Critical Mwt Micro Wood Technology & Co KG GmbH
Priority to SI200831027T priority Critical patent/SI1995387T1/sl
Publication of EP1995387A2 publication Critical patent/EP1995387A2/de
Publication of EP1995387A3 publication Critical patent/EP1995387A3/de
Application granted granted Critical
Publication of EP1995387B1 publication Critical patent/EP1995387B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • 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

Definitions

  • the invention relates to a timber component, as described in the preamble of claim 1 and a wall element formed from a timber component as described in claim 20.
  • a Wandungsbauelement is from the document DE 297 13 908 U1 has become known, which is formed of a plurality of stacked, each single-layer board layers is formed. Each of the individual board layers has a different orientation to the immediately adjacent arranged board position. In this case, a truss structure of spacer bars with longitudinal bars, transverse bars and diagonal bars is formed between fully formed board layers. Between the individual spacer rods of a layer, chambers are formed, which serve to receive insulation material.
  • From the document AT 406 596 B is a prefabricated laminated wood element for the production of building walls or ceilings with a plurality of interconnected layers of immediately juxtaposed, board or post-like wood known, the woods of at least two adjacent layers are arranged to extend in different directions.
  • a Holzbautafel is disclosed, which is formed of several layers longitudinally and laterally extending boards, each two board layers are formed by spaced apart parallel boards and the board layers offset from each other by a pitch and connected to each other. Between these outer layers forming composite of parallel boards at least one board intermediate layer is provided from perpendicular to this and arranged at a distance from each other boards.
  • WO 01/59228 From the WO 01/59228 is a wall element of extending in a vertical direction, connected to each other on longitudinal side surfaces, wood elements known forming two full-surface panels, which are spaced perpendicular to the wood elements between them extending parallel to each other in a vertical distance arranged strips.
  • EP 1 734 200 A1 A building wall element and a wood layer composite plate with at least two layers juxtaposed wood bearing layers is known.
  • the layers are connected to each other by means of mutually opposite grooves and strips firmly inserted therein, wherein preferably the woods are formed with the grooves and the protruding into this and the woods connecting strips as sliding parts and the compound forms a distance between the layers, in the preferred an insulating material is arranged.
  • the document DE 20 2006 005 108 U1 shows a composite component, in particular as a wall, ceiling or roof element for house building, with several successive layers of juxtaposed boards, the boards successive layers aligned differently and the width of a camp with the boards at least the adjacent layer via retaining pins together are connected.
  • the object of the invention is to provide a timber component as a planar wall, ceiling or roof element which has a high static strength and to form a spatial structure massively dimensioned connection areas.
  • the timber component is achieved by the solid wood layer structure of comprehensive edge areas high stiffening whereby for a permanent connection of adjoining timber components solid edge straps exist. Furthermore, the connections between a plurality of wooden building elements to form building structures can thereby meet the required high strength requirements. But this can also be a stiffening achieved by an overlapping connection of the boards with the spacer boards.
  • a further advantageous embodiment describes claims 10, whereby uniform components are used to form the timber component, whereby a high-quality production and economical series production is achieved.
  • the invention also relates to a wall element formed from a timber component, as described in claim 20.
  • the object of the invention is to provide a wall element which has a modular construction and is adaptable to the different requirements for exterior walls or interior walls, in particular in residential construction.
  • This object of the invention is achieved by the reproduced in the characterizing part of claim 20 features.
  • the surprising advantage of this is that the training of the Wall element is achieved by appropriate combination of modular wood components.
  • Fig. 1 to 3 is a wooden component 1 consisting of boards 2 or strips and distance boards 3 in a possible application position based on a footprint 4 in a plane perpendicular thereto.
  • the position of the plane can also extend to the footprint 4 horizontally or inclined as this is the case, for example, when using the timber board 1 to form a floor slab, a roof, etc.
  • the timber component 1 is formed from a first layer 6 of the boards 2 and a second layer 7 of the boards 2 and the spacer boards 3 wherein the second layer 7 is formed from a first shell and a second shell of approximately two congruent extending boards 2 and spacer boards 3 which are connected to each other and to the boards 2 of the first layer 6.
  • the boards 2 of the first layer 6 and the second layer 7 have a uniform width 8 and thickness 9 and the width 8 is preferably 20.0 cm and the thickness 9 is preferably 4.0 cm.
  • the boards 2 of the second layer 7, so the boards of the first and second shell have a smaller thickness 9, in particular only half the thickness 9 of the boards 2 of the first layer 6, whereby for these boards 2 and Distance boards 3 can advantageously find so-called side cut use.
  • the boards 2 of the first layer 6 extend to the footprint 5 vertical direction and are connected to longitudinal side surfaces 10, in particular glued, whereby a full-surface cover layer 11 is formed from the boards 2 of the timber component 1.
  • the further layer 7 is formed from at least two, in the boards 2 of the first layer 6 perpendicular direction extending boards 2, in a vertical distance 13, the length 12 of the boards 2 of the first layer 6 less twice the width 8 of the boards 2 corresponds to each other on the boards 2 of the first layer 6 are attached via gluing on side surfaces 14. These boards 2 of the further layer 7 are thus arranged with opposite longitudinal side surface 15 flush with end faces 16 of the vertically extending boards 2 on the boards 2 of the first layer 6 and form an upper and lower frame member 17 of the timber component. 1
  • the timber component 1 preferably has a panel width 18 which corresponds to an integer multiple of the width 8 of the boards 2 and the frame members 17 extend over the entire panel width 18 along opposite edge regions 19.
  • the panel width 18 delimiting edge portions 20 of the timber element 1 are bridged between the boards 2 of the second layer 7, the distance 13, the distance boards 3 congruent with the edge boards 2 of the first layer 6 attached to this, in particular glued.
  • the distance boards 3 form further frame elements 21 on the edge regions 20 extending vertically to the edge regions 19.
  • these spacer boards 3 or frame elements 21 have a width 22 smaller than the width 8 of the boards 2, in particular the width 22 about 10 cm.
  • the frame members 17, 21 of the second layer 7 surround at least one recess in which an insulating layer 27, for example, compressed to plates or mats compacted fiber material or pressed plastic foam, especially recycled material, whereby the timber component 1 has a high heat and sound insulation having.
  • Fig. 1 shown possible training is in the second layer 7, in the distance 13 between the upper and lower frame member 17 and parallel to this, and extending between the distance boards 3, at least a board 2 or a bar as a stiffening element 28 possible with the Boards 2 of the first layer 6 and the end face with the distance boards 3 and frame elements 21 is connected.
  • the stiffening elements 28 are arranged on the boards 2 of the first layer in a pitch between the distance boards 3 and parallel to this several extending over the distance 13 between the frame members 17.
  • these stiffening elements 28 are each offset by half the width 8 to the boards of the first layer 6, whereby the stiffening elements 28 overlap the connecting surfaces of the boards 2 of the first layer on both sides whereby a high Ausbeulfestmaschine the timber component is achieved.
  • the insulating layer 27 is arranged.
  • FIG. 5 to 7 are now exemplary, in a perpendicular to the footprint 4 Cut plane, wall structures from a combination of timber elements 1 shown, as preferred for wall elements 29 for buildings, for example, as a single-shell or Stephenschalige Partition wall can be combined, for example, as an intermediate wall 30 or outer wall 31.
  • the Fig. 6 shows a further construction of the wall element 29 in which on the second layer 7, a further layer of corresponding to the first layer 6 over the entire surface arranged boards 2 is provided. Even with such a construction, the coating 33 can be provided on one or both sides, as shown in broken lines.
  • FIG. 7 shown wall element 29, for example, several of the wall elements 1, for example, provided for an outer wall 31.
  • the connection can be made both by gluing and / or dowelling, in particular with cylindrical dowels 34 made of wood or by screwing.
  • an outer insulation layer 35 is applied, which is further preferably provided with a plaster base layer 36 for an environmental impact-resistant outer plaster.
  • Fig. 8 is an area of a building structure 40, consisting of the wall elements 29 formed from the timber elements 1, shown and this is formed, for example by the outer walls 31 which extend in perpendicular to the footprint 4 level and by an intermediate wall shown 30th
  • the outer walls 31 are aligned with each other in corner joints 41 in mutually perpendicular planes.
  • the intermediate wall 30 is fastened in a T-connection 42 on the full surface, formed by the boards 2 inner cover layer 32 of the timber component 1, aligned at a right angle to an inner surface 43.
  • the outer walls 31 are formed of a plurality of the layers 6, 7 each of a full-surface first layer 6 and a clam-shell second layer 7 and the full-surface cover layer 32 forming the inner surface 43.
  • the intermediate wall 30 is formed from the full-surface first layer 6 and the multi-layered second layer 7 and the full-surface cover layer 32.
  • a butt joint 44 is shown on one of the outer walls 31, in which adjacent wall elements 29, aligned with each other, are connected to each other.
  • a fiber course of the boards 2 of the first layer 6 and the cover layer 32 extends in the timber elements 1 in the direction perpendicular to the footprint 4 direction, while the grain of the boards 2 of the second layer 7 is aligned parallel to the footprint 4.
  • the butt joint 44 is shown for flush connection of two adjacent wall elements 29.
  • the wall elements 29 bivalves are each formed of a full-surface layer 6 and a layer 7 and a full-surface cover layer 11.
  • the opposing surfaces 43, 45 are formed by the boards 2 bordering each other over the entire surface.
  • depressions 50 are provided which form parallel to the surfaces 43, 45 extending support surfaces 51 for connecting strips 52, which with a width 53 on both sides of the end faces 47, 48 extend.
  • These connecting strips 52 are preferably formed by blanks made of plywood, which have a high bending stiffness.
  • a thickness 54 of the connecting strips 52 is approximately one quarter of the thickness 9 of the boards 2.
  • Surfaces 55 of the connecting strips 52 are flush with the surfaces 43, the timber components 1 and are crossing over the connecting strips 52 and the timber components 1 at least partially crossing connecting means 56, For example, countersunk screws for producing the butt joint 44 screwed. Furthermore, the strength of the butt joint 44 is increased by the fact that the connecting strips 52 are glued into the recesses 50.
  • Fig. 10 and 11 is the corner joint 41 of the timber elements 1 arranged at a right angle to each other and interconnected, designed as outer walls 31, wall elements 29 shown.
  • edge regions 20, 21 of the timber components 1 By forming the edge regions 20, 21 of the timber components 1 with the arranged between the boards 2 of the second layer 7 distance boards 3 a massive laminated wood structure of the edge regions 20, 21 is achieved, whereby a high strength by a tongue and groove joint 57 between the in a right Angle mutually extending wall elements 29 is achieved and an exact alignment is ensured by a rich concern an end face 58 of a wall member 29 on the surface 43 of the other wall member 29.
  • a groove depth 59 greater than a supernatant 60 of a projecting into the groove spring 61.
  • the connecting means 56 is formed by the dowel 34, which preferably has a diameter 64 which is approximately the thickness 9 corresponds to the boards 2 and is inserted in a bore 65 which crosses the wall element 29 in the direction perpendicular to the surface 45 in the edge region 21 of the timber component 1 and protrudes into the edge region 20 of the further timber component 1.
  • a gluing is possible both on the abutting surfaces of the timber components 1 as well as the wooden dowel 63 in the bore 65.
  • Fig. 12 is shown in detail the T-connection 42 of wall elements 29, for example, the single-shell intermediate wall 30 to the multi-shell outer wall 31.
  • the connection is effected as already described above by the tongue and groove joint 57, wherein a spring is formed in the connecting region 26 of the intermediate wall 30 which projects into a groove in the board 2 of the outer wall 31.
  • a positioning is carried out by means of several of the dowels 34.
  • a plurality of screws 62 are provided for fastening, which protrude through the outer wall 31 and are screwed into the connecting region 26 of the intermediate wall 30.
  • the screws 62 are eccentrically provided and offset from each other as shown in the Fig. Can be seen.
  • FIG. 12 further cable channels 66 can be seen which are formed by grooves 67, for example milled grooves on the opposite longitudinal side surfaces 10 of the boards 2 connected to each other. These grooves 67 are provided for example in each of the longitudinal side surfaces 10 of the boards whereby a very variable installation option is given.
  • the tongue and groove connection 57 is formed by grooves 68 in the wall elements 29, e.g. in the cover layer 32 and the connecting portion 26 of the other wall element 29 milled grooves 68 and foreign springs 69 formed which preferably have a cross-section of 4 x 4 cm.
  • FIGS. 13 and 14 a further embodiment of the timber component 1 is shown. It consists of the first layer 6 of the boards 2 which the full-surface cover layer 11. The boards 2 are connected to each other on the longitudinal side surfaces 10 together, in particular glued.
  • the boards 2 of the shells 71, 72 extend congruently and are the boards 2 of the shells 71, 72 with each other and the boards 2 of the first shell 71 connected to the boards 2 of the cover layer 11 surface, in particular glued.
  • About the height 12 of the timber component 1 are preferably at a uniform distance 13 more of the boards 2 of the shells 71, 72 distributed arranged extending for the longitudinal alignment of the boards 2 of the cover layer 11 vertically over the panel width 18.
  • the distance 13 bridging the distance boards 3 of the shells 71, 72 arranged to extend to the opposite edge regions 20.
  • a total thickness 73 of the layer 7, formed from the shells 71 and 72 corresponds to a preferred embodiment in thickness approximately 9 of the boards 2 of the first layer 6, but other thickness ratios are possible.
  • the insulating layer 27 is arranged which can be made single-layer or double-layered.

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)
  • Connection Of Plates (AREA)
EP20080005561 2007-05-23 2008-03-26 Holzbauelement und daraus gebildetes Wandelement Not-in-force EP1995387B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI200831027T SI1995387T1 (sl) 2007-05-23 2008-03-26 Lesen konstrukcijski element in iz njega tvorjen stenski element

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT8072007A AT505324B1 (de) 2007-05-23 2007-05-23 Holzbauelement und daraus gebildetes wandelement

Publications (3)

Publication Number Publication Date
EP1995387A2 EP1995387A2 (de) 2008-11-26
EP1995387A3 EP1995387A3 (de) 2011-06-22
EP1995387B1 true EP1995387B1 (de) 2013-05-29

Family

ID=39686880

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20080005561 Not-in-force EP1995387B1 (de) 2007-05-23 2008-03-26 Holzbauelement und daraus gebildetes Wandelement

Country Status (3)

Country Link
EP (1) EP1995387B1 (sl)
AT (1) AT505324B1 (sl)
SI (1) SI1995387T1 (sl)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102018105764A1 (de) * 2018-03-13 2019-09-19 Andreas Meschenmoser Gebäudeholzwand und holzwandverbindungselement
US11084245B2 (en) * 2019-01-09 2021-08-10 Six Minutes LLC Cross-laminated timber having a conduit therein

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT4065B (sl) 1900-02-14 1901-05-10 Niels Marius Preus
DE4207752A1 (de) * 1992-03-12 1993-09-16 Holzbau Amann Gmbh Holzbautafel
DE9302447U1 (sl) * 1993-01-11 1993-04-15 Holzbau Amann Gmbh, 7891 Weilheim, De
DE19603833A1 (de) 1996-02-05 1997-08-07 Siegfried Jungmann Holzbautafel für Wände, Decken, Bedachungen und dergleichen
DE29616241U1 (de) * 1996-09-18 1997-01-02 Leiter Bernhard Wandelement in Massivholz-Ausführung
DE29713908U1 (de) 1997-08-04 1997-10-09 Grb Ges Fuer Innovative Graf H Wandungsbauelement
AT406596B (de) * 1998-07-13 2000-06-26 Erwin Ing Thoma Vorgefertigtes schichtholzelement
SE517791C2 (sv) 2000-02-09 2002-07-16 Vetenskapsstaden Bärande väggelement av trä
AT410687B (de) * 2001-04-26 2003-06-25 Erwin Ing Thoma Schichtholzelement
US6474905B1 (en) * 2001-08-07 2002-11-05 Clarence R. Smith, Jr. Temporary support structure
ITBZ20050031A1 (it) 2005-06-17 2006-12-18 Reinverbund S R L Elemento di parete per edificio e panello composito di strati di legno
DE202006005108U1 (de) 2006-03-30 2006-07-06 Hundegger, Hans Verbundbauteil

Also Published As

Publication number Publication date
AT505324B1 (de) 2009-03-15
EP1995387A2 (de) 2008-11-26
AT505324A1 (de) 2008-12-15
SI1995387T1 (sl) 2014-01-31
EP1995387A3 (de) 2011-06-22

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