EP1190145A1 - Gebäudekonstruktion - Google Patents

Gebäudekonstruktion

Info

Publication number
EP1190145A1
EP1190145A1 EP00934946A EP00934946A EP1190145A1 EP 1190145 A1 EP1190145 A1 EP 1190145A1 EP 00934946 A EP00934946 A EP 00934946A EP 00934946 A EP00934946 A EP 00934946A EP 1190145 A1 EP1190145 A1 EP 1190145A1
Authority
EP
European Patent Office
Prior art keywords
battens
batten
layers
construction
construction according
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
EP00934946A
Other languages
English (en)
French (fr)
Other versions
EP1190145B1 (de
Inventor
Finn Borg
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to EP06004186A priority Critical patent/EP1662057A3/de
Publication of EP1190145A1 publication Critical patent/EP1190145A1/de
Application granted granted Critical
Publication of EP1190145B1 publication Critical patent/EP1190145B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7412Posts or frame members specially adapted for reduced sound or heat transmission
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2672Connections specially adapted therefor for members formed from a number of parallel sections

Definitions

  • the present invention concerns a building construction with a framework in the form of a lattice construction, pref- erably of wood, as a support for suitable cladding parts.
  • the invention is based on the consideration that a relevant lattice construction does not need to display direct through-going parts of wood or corresponding material, in that each of the "framework surfaces" or sections (floor- wall-, gable- and roof-surfaces) can be built up of a system of mutually parallel wooden battens with crossing wooden lists appearing in between.
  • fig. 1 is a perspective view of a construction framework executed in accordance with the invention
  • fig. 2 is an end view of a ridge part of same
  • fig. 3 is an end view of a storey joint
  • fig. 4 is an end view of a modified corner assembly between floor and wall segments of a frame element
  • fig. 5 is a perspective view for the illustration of a preferred form of embodiment for the invention.
  • the framework shown in fig. 1 is built up of a number of batten frames 2, each consisting of an inner frame a, an intermediate frame b and an outer frame c.
  • Each of these frame pieces is composed of a floor piece 4, two wall pieces 6 and two roof pieces 8, all consisting of ordinary wooden battens.
  • these battens are held mutually separated by intermediate layers of longitudinal lists 16, so that each of the part sections in each batten frame is built up in a girder-like manner.
  • each batten frame 2 the relevant wooden battens in the adjoining part sections are assembled by a kind of interweaving, where e.g. - for the lowermost left corner - the innermost wall batten 6a stands on the up- permost floor batten 4a, which extends further outwards to adjoin with the side of the centremost wall batten 6b, which in turn extends down to the top of the centremost floor batten 4b.
  • the same interweaving sequence is repeated outwards and downwards for the outer corner between the battens 4c and 6c, where precisely at this place it can, however, be chosen to let the outer wall batten or wall post 6c be supported directly on the building foundation together with the floor batten 4c.
  • the lists 16 can be placed wherever they are found to be useful. Structurally, it can be expedient that they appear as filling-out parts precisely in the angle assembly itself, e.g. as shown, and where a supporting of the respective floor-, wall- and roof-surfaces is found to be required. It must be mentioned, however, that out of consideration for cold conduction, the lists must not be placed abutting directly up against the angle assemblies, whereby it becomes more obvious that the remaining cold conduction will arise with labyrinth construction in the corner assemblies. It will be a possibility for insulation plate parts e.g. of styro- foa , to be inserted in the adjoining assemblies, whereby also the said remaining cold conduction will be broken.
  • the inserted lists 16 are displaced in height from each other, so that through-going cold conductors will not arise at the places where intersections arise.
  • the remaining corners can be configured in quite the same way, also where they are more or less in- clined, such as will appear directly from the roof corner uppermost in fig. 1 and the ridge of the roof shown in fig. 2.
  • the lists 16 will constitute active elements in connection with the indicated screw assemblies, and for this reason they must be profiled for the necessary fitting at oblique angles.
  • the wall posts 6a and ⁇ c can be used as supports respectively for inner and outer wall elements of any relevant type.
  • filling-out lists 16' can possibly be arranged between the batten frames 2, which will naturally also apply with regard both to floor and roof sections.
  • a relevant assembly shall not necessarily display the same number of battens on the two sides of the assembly.
  • Fig. 4 shows the system which is discussed in brief above, and which in practice is the preferred system, where the battens on all of the surfaces of the structure are "spread out" in the building's axial direction. Seen from the gable end, the picture will be unchanged, cf. fig. 2, but the "frame view” cf. fig. 1 will completely disappear.
  • the segments will appear as plate girders with good strength and generally with effective breaks in all potential cold conducting connections.
  • the segments will expediently be able to be manufactured in a special production, where the battens are cut to length, laid up and joined together in a more or less automatic manner, after which the segments are assembled together at the building site.
  • a construction according to the invention can be particularly suitable where there are high demands concerning the indoor climate, e.g. in connection with allergy arising in the household.
  • insulation materials it can be advanta- geous to select cellulose fibres which are blown in under pressure, whereby in addition to good insulation a good moisture absorption and emission characteristic is ensured. A good sound-absorbing effect will also be obtained.
  • focus is placed on the manufactured modules being used in building constructions, but with the invention the reservation is made that corresponding modules (fig. 5) can with advantage find application also in other connections.
  • a batten with through-going thickness, i.e. with full wall thickness.
  • a batten is built up of two or more single battens which are joined together with one or more insulation layers lying between them.
  • Such elements can be divided up into two or even more part- profiles which are assembled with intermediate insulation plates, preferably of natural materials such as cork, in between the inner and outer side of the assembled element.
  • the assembly can be fixed by using glue, screws, dowels or other suitable means. Even an intermediate layer thickness of only 3-4 mm will be sufficient for the "wood cold conductor" to be broken to an appreciable degree, without the construction element being weakened in an unacceptable manner.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Agricultural Chemicals And Associated Chemicals (AREA)
EP00934946A 1999-06-08 2000-06-08 Gebäudekonstruktion Expired - Lifetime EP1190145B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP06004186A EP1662057A3 (de) 1999-06-08 2000-06-08 Baukonstruktion

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DKPA199900803 1999-06-08
DK80399 1999-06-08
PCT/DK2000/000311 WO2000075441A1 (en) 1999-06-08 2000-06-08 Building construction

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP06004186A Division EP1662057A3 (de) 1999-06-08 2000-06-08 Baukonstruktion

Publications (2)

Publication Number Publication Date
EP1190145A1 true EP1190145A1 (de) 2002-03-27
EP1190145B1 EP1190145B1 (de) 2007-02-14

Family

ID=8097750

Family Applications (2)

Application Number Title Priority Date Filing Date
EP06004186A Withdrawn EP1662057A3 (de) 1999-06-08 2000-06-08 Baukonstruktion
EP00934946A Expired - Lifetime EP1190145B1 (de) 1999-06-08 2000-06-08 Gebäudekonstruktion

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP06004186A Withdrawn EP1662057A3 (de) 1999-06-08 2000-06-08 Baukonstruktion

Country Status (7)

Country Link
EP (2) EP1662057A3 (de)
AT (1) ATE354002T1 (de)
AU (1) AU5061600A (de)
DE (1) DE60033392T2 (de)
DK (1) DK1190145T3 (de)
NO (1) NO325887B1 (de)
WO (1) WO2000075441A1 (de)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2280738C1 (ru) * 2005-07-18 2006-07-27 Александр Михайлович Цуриков Способ сборки каркаса
FR2962743B1 (fr) * 2010-07-16 2012-09-28 Gilles Guerry Systeme constructif
US11214955B2 (en) 2017-09-23 2022-01-04 J & S Joyce Pty Ltd Building construction
AU2017101799B4 (en) * 2017-09-23 2018-04-05 J & S Joyce Pty Ltd Improvements in Building Construction
RU182159U1 (ru) * 2018-05-11 2018-08-06 Михаил Семенович Бородкин Каркасный дом на основе конструктивных элементов
DK181163B1 (en) 2021-06-04 2023-03-17 Acera Tech Aps Laminated building material
DE102022200474A1 (de) 2022-01-18 2023-07-20 André Bonamour du Tartre Fachwerkhaus in Holzständerbauweise

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH542330A (de) * 1971-01-08 1973-09-30 Blotzheim Ag Glutz Alphons Verfahren zum Verbinden von Teilen eines Bauelementes
US4224774A (en) * 1978-08-31 1980-09-30 Rockwool International A/S Composite building elements
US4285176A (en) * 1979-08-06 1981-08-25 Runkle Paul S Shelter truss
GB2083520B (en) * 1980-07-24 1984-07-04 Engineered Roof Trusses Framed building construction
GB2133056B (en) * 1982-12-31 1986-08-06 Evans Bay Timber Co Ltd Improvements in and/or relating to cribwalling
US4671032A (en) * 1986-03-31 1987-06-09 Philip W. Reynolds Thermally insulating structural panel with load-bearing skin
DE3901828A1 (de) * 1989-01-23 1989-09-21 Alfred Pistner Staenderwand mit integrierten kabelkanaelen
FI94276C (fi) * 1993-04-06 1995-08-10 Tuomo Havas Oy Seinärakenne ja sitä käyttävä rakennusjärjestelmä

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0075441A1 *

Also Published As

Publication number Publication date
NO325887B1 (no) 2008-08-11
EP1190145B1 (de) 2007-02-14
AU5061600A (en) 2000-12-28
NO20015970L (no) 2001-12-06
DE60033392T2 (de) 2007-11-29
ATE354002T1 (de) 2007-03-15
DE60033392D1 (de) 2007-03-29
EP1662057A3 (de) 2006-06-07
WO2000075441A1 (en) 2000-12-14
DK1190145T3 (da) 2007-06-11
NO20015970D0 (no) 2001-12-06
EP1662057A2 (de) 2006-05-31

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