EP0714467B1 - Procede de realisation d'une structure en bois et structure en bois - Google Patents

Procede de realisation d'une structure en bois et structure en bois Download PDF

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Publication number
EP0714467B1
EP0714467B1 EP94924318A EP94924318A EP0714467B1 EP 0714467 B1 EP0714467 B1 EP 0714467B1 EP 94924318 A EP94924318 A EP 94924318A EP 94924318 A EP94924318 A EP 94924318A EP 0714467 B1 EP0714467 B1 EP 0714467B1
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EP
European Patent Office
Prior art keywords
log
wall
actual
light
logs
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.)
Expired - Lifetime
Application number
EP94924318A
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German (de)
English (en)
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EP0714467A1 (fr
Inventor
Leif Erlund
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.)
Mellilan Hirsityo Erlund & Erlund
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Mellilan Hirsityo Erlund & Erlund
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Publication of EP0714467A1 publication Critical patent/EP0714467A1/fr
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Anticipated expiration legal-status Critical
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • 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
    • E04B2/702—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements

Definitions

  • the object of the invention is a method for producing a log construction, according to which method a log wall and an additional wall at a distance from the log wall are formed to make the log construction, as known from FR-A-2 678 657.
  • the aim of the present invention is to eliminate the above problems and to achieve a method for producing a log wall construction in a new manner according to the characterizing part of claim 1 and 4. It is characteristic of the method relating to the invention that the additional wall is formed of light-weight logs outside the log wall, at a distance from it, so that a light-weight log is interlocked with a log of the log wall located at essentially the same point. According to the invention, the light-weight logs are wooden elements which are substantially thinner than the actual logs of the construction.
  • the light-weight logs of the additional wall are placed outside the log wall, at a distance from the log wall, in the vertical grooves formed at the ends of the logs of adjacent walls, so that the light-weight log is positioned at the same point as the log and parallel to it.
  • the light-weight logs are essentially of the same height as the logs, and their appearance corresponds to that of a log.
  • a horizontal light-weight outer wall log is interlocked by means of a connecting piece with a log located at the same point to form an integrated unit, or small element.
  • a vertical light-weight corner log is mounted in the vertical grooves formed at the ends of the logs of the log wall, so that the light-weight corner log forms an angle of essentially 45° with the wall surfaces.
  • the light-weight corner log is not interlocked with the logs but can slide freely in relation to the logs as the logs settle.
  • the object of the invention also comprises a log wall construction including a log wall and an additional wall located at a distance from it. It is characteristic of the log construction relating to the invention that the additional wall incorporates light-weight logs located outside the log wall, at a distance from it, and that the light-weight log of the additional wall is joined to the log of the log wall located at essentially the same point.
  • the grooves of the light-weight logs have vertical play.
  • the settling of the additional wall located outside the log wall construction can be made to correspond to the settling of the interior log wall, because the additional wall located outside will take in the humidity from outside. Since the interior log wall is, however, more tightly sealed and thicker than the outer additional wall made of light-weight logs, the wall construction breathes naturally and no separate damp proofing is necessarily required.
  • doorways and window openings can be made to fit more tightly, as the logs of the interior log wall and the light-weight logs fastened to them expand and contract together.
  • An advantageous aspect of the construction relating to the invention is that the interior log wall is not exposed to the weather, which means that the wall will remain unchanged.
  • the outer light-weight log panelling takes the strain caused by the weather, and it can, if necessary, easily be renewed without the repair work disturbing living.
  • the outer covering is quicker and easier to mount than the interior and the appearance can be made to correspond to that of a log wall.
  • a horizontal light-weight outer wall log is joined, by means of at least one connecting piece, to a log located at the same point to form an integrated unit, or small element.
  • the small element formed by the light-weight outer wall log and the log is joined to the small element of the adjacent wall, the element being essentially at the same height, so that the small elements of all walls at essentially the same height form a frame-like layer element.
  • Figure 1 shows a horizontal section of the log wall construction relating to the invention, as seen from above.
  • the figure shows that outside the log wall 10 located on the interior side of the construction is mounted light-weight log panelling 11 so that the ends of the light-weight outer wall logs 12 are interlocked in the grooves 14 of the logs 13.
  • Each horizontal light-weight outer wall log 12 is interlocked by means of a wooden connecting piece 15 with a parallel log 13 located at the same point.
  • Each connecting piece 15 is fastened both to a log 13 and a light-weight log 12 located at the same point by means of screws 16 screwed obliquely from above.
  • grooves 14 are formed, at the same point on both sides.
  • the light-weight outer wall logs 12 can be mounted and in the second grooves, on the opposite side of the logs 13, the vertical light-weight corner logs 17, at the corners of the log wall construction.
  • the grooves 14 may be identical on both sides of the log 13, because the edges of the light-weight corner logs 17 have been designed to fit in the grooves 14.
  • the space between the log wall 10 and the outer panelling 11 formed of light-weight logs 12 is filled with insulating material 18, such as blowing wool.
  • Figure 2 shows a vertical section of the log wall construction of figure 1. Outside the interior log wall 10 is located, at a distance, outer log panelling 11 formed of light-weight logs 12.
  • the light-weight outer wall logs 12 are located in the grooves 14 formed in the logs 13.
  • Each light-weight log 12 is fastened to a log 13 located at the corresponding point by means of a wooden connecting piece 15 and screws 16 screwed obliquely from above.
  • the log 13, the connecting piece 15 and the light-weight log 12 together form a small element 23 of the wall construction which acts as an integrated unit in the wall construction.
  • the light-weight outer wall log 12 settles in the wall construction at the same time as the actual wall log 13 settles.
  • Figure 3 shows a detail of the log wall construction of figure 2.
  • the figure shows that the light-weight outer wall log 12, the log 13 located at the same point and the connecting piece 15 between them form - together with the screws 16 - a solid unit, or small element 23 which moves as a whole when the log construction settles.
  • the interior wall and outer wall do not expand and contract in different ways as in known constructions.
  • Figure 4 shows a detail of figure 2, where a part of the log wall 10 and a part of the outer panelling 11 formed by the light-weight logs 12 can be seen.
  • the logs 13 and 13b have been placed on top of each other so that they form the interior wall of the building.
  • a connecting piece 15 To each log 13 is joined a light-weight outer wall log 12 by means of a connecting piece 15.
  • the connecting piece 15 has been fastened to the log 13 and to the light-weight outer wall log 12 by means of screws 16.
  • the log 13, the connecting piece 15 and the light-weight log 12 located at the same point as the log 13 can be made to form the unit shown in figure 3, that is, the small element 23.
  • Figure 4 also shows that the log 13b rests in the usual manner on the log 13 below it, but the light-weight outer wall log 12b joined by means of the connecting piece 15b to the upper log 13b does not rest with its entire weight on the light-weight log 12 below it. This is because a tongue-and-groove joint 21 has been formed between the light-weight outer wall logs 12 and 12b, the said joint allowing for vertical adjusting movement between these light-weight logs.
  • Figure 5 shows a detail of the end of a log 13 of the log wall construction relating to the invention.
  • a log joint notch 19 At the end of the log 13 is a log joint notch 19, in the known manner, but in addition, on both sides of the end of the log 13 there are, in accordance with the invention, similar notches 14 for the light-weight outer wall log and the light-weight corner log.
  • Figure 6 shows axonometrically the joint between the logs 13 of figure 5.
  • the log joint is fully known as such, but the figure clearly shows the grooves 14 on both sides of the ends of both logs 13, the said grooves forming vertical guides in the construction for both the light-weight logs of the outer wall and the light-weight logs of the corner.
  • Figure 8 shows in greater detail the structure of the corner part of the log wall construction of figure 1.
  • the grooves 14 formed on both sides of the ends of the logs 13 have been dimensioned so that the light-weight outer wall log 12 fits well into the groove.
  • the light-weight corner log 17 is also placed in a similar groove 14 at the end of the log 13. Since the light-weight corner log 17 is as thick as the light-weight outer wall log 12, but is situated at an angle of 45°, the edges of the light-weight corner log 17 must also bevelled to an angle of 45°.
  • small additional grooves 20 are formed on the inner surface of the light-weight corner log 17 .
  • the light-weight outer wall log 12 is also fastened to the log 13 by means of a screw 22.
  • the adjacent small elements 23 interlocked with each other form a frame-like layer element 24, as shown in figure 9.
  • Figure 9 shows the layer element 24 of the log wall construction relating to the invention, the said element having been formed by joining together the adjacent small elements 23.
  • the frame-like layer element 24 thus comprises the logs 13 of one layer on the inside of the wall construction, and at the same point on the outside, the light-weight logs 12, and the connecting pieces 15 between the logs 13 and light-weight logs 12.
  • the layer element 24 forms an integrated frame having the height of one log layer, the said frame settling as one piece when the log construction settles.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical And Physical Treatments For Wood And The Like (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Finishing Walls (AREA)
  • Measurement Of Force In General (AREA)
  • Manufacturing Of Printed Circuit Boards (AREA)
  • Apparatus For Radiation Diagnosis (AREA)

Claims (7)

  1. Un procédé de fabrication d'une structure en profilés en bois, procédé selon lequel, afin de fabriquer la structure en profilés en bois, on forme une paroi (10) en profilés en bois réel est formée, dans laquelle les profilés en bois réels de paroi intérieure (13) sont montés horizontalement les uns au-dessus des autres, de manière que le profilé en bois repose sur le profilé en bois se trouvant au-dessous de lui, et une paroi supplémentaire (11) est formée à distance de la paroi en profilé en bois réels, caractérisé :
    en ce que la paroi supplémentaire (11) est formée à l'extérieur de la paroi en profilé en bois réels (10), constituée de profilés en bois de paroi extérieure (12) légers, horizontaux, qui présentent entre eux une jonction à languette et rainure (21) leur permettant de se déplacer verticalement
    en ce que chacun des profilés en bois de paroi extérieure (12) légers est bloqué au moyen d'au moins une pièce de liaison (15), un profilé en bois réel (13) étant disposé au point correspondant, de manière que le profilé en bois de paroi extérieure (12) léger, le profilé en bois réel (13) et les pièces de liaison (15) forment une unité massive et intégrée ou un petit élément (23),
    en ce que le petit élément (23) repose sur l'autre petit élément (23) se trouvant au-dessous de lui, de manière que seul le profilé en bois réel du prcmier petit élément repose sur le profilé en bois réel du deuxième petit élément se trouvant au-dessous de lui,
    et en ce que les rainures des profilé en bois de paroi extérieure (12) légers des deux petits éléments (23) montés l'un au-dessus de l'autre présentent un jeu vertical, dc manière que la jonction à languette et rainure (21) permette un déplacement vertical entre les profilé en bois légers de paroi extérieure, lorsque les profilé en bois réels (13) sont mis en place et engagés les uns contre les autres.
  2. Un procédé selon la revendication 1, caractérisé en ce que le profilé en bois de paroi extérieure (12) léger, horizontal, de la paroi supplémentaire (11) est placé à l'extérieur de la paroi en profilés en bois réels (10), à distance du profilé en bois réel, dans les rainures verticales (14) formées aux extrémités libres des profilés en bois réels (13) de parois adjacentes, et relié fermement au moyen d'au moins deux pièces de liaisons (15) à un profilé en bois réel (13) disposé au point correspondant, afin de former une unité massive et intégrée ou un petit élément (23).
  3. Un procédé selon la revendication 1 ou 2, caractérisé en ce que, à l'angle se trouvant à l'extérieur de la paroi en profilés en bois réels (10), la paroi supplémentaire (11) est formée de manière que, dans les rainures verticales (14) placées aux extrémités des profilés en bois réels (13) des parois adjacentes en profilé en bois, un profilé en bois d'angle (17) léger, vertical. soit monté de façon que le profilé en bois d'angle léger forme un angle de sensiblement 45° avec les surfaces de parois, et que le profilé en bois d'angle (17) léger puisse coulisser librement par rapport aux profilés en bois réels (13) lorsque les profilé en bois réels (13) sont mis en place et engagés les uns contre les autres.
  4. Une structure de paroi en profilé en bois, comprenant une paroi en profilé en bois réels (de paroi intérieure) (10), dans laquelle les profilés en bois réels (13) sont placés horizontalement les uns au-dessus des autres, de manière que le profilé en bois repose sur le profilé en bois se trouvant au-dessous de lui, et qu'une paroi supplémentaire (11) soit placée à distance de la paroi en profilé en bois réels, caractérisée
    en ce que la paroi supplémentaire (11) comprend des profilé en bois de paroi extérieure (12) légers, horizontaux, qui sont placés à l'extérieur de la paroi en profilé en bois réel (10) et qui présentent entre eux une jonction à languette et rainure (21), permettant un déplacement vertical,
    en ce qu'entre le profilé en bois réel (13) et le profilé en bois de paroi extérieure (12) léger disposé au point correspondant, se trouve au moins une pièce de liaison (15), de manière que le profilé en bois (13) réel, le profilé en bois de paroi extérieure (12) léger et la pièce de liaison (15) forment une unité massive et intégrée ou un petit élément (23),
    en ce qu'un support de charge du petit élément (23), contre l'autre petit élément (23) se trouvant au-dessous de lui, est supporté au niveau du profilé en bois réel (13) du petit élément (23),
    et en ce que la jonction à languette et rainure (21), prévue entre les deux profilé en bois de paroi extérieure (12) légers des deux petits éléments (23) montés l'un au-dessus de l'autre, présente un jeu vertical, de manière que la jonction à languette et rainure (21) permette un déplacement vertical entre les profilés en bois de paroi extérieure (12) légers, lorsque les profilés en bois réels (13) sont mis en place et engagés les uns contre les autres.
  5. Une structure de paroi en profilé en bois selon la revendication 4, caractérisée
    en ce que le profilé en bois de paroi extérieure léger, horizontal, de la paroi supplémentaire (11) est placé à l'extérieur de la paroi en profilé en bois réel (10), à distance du profilé en bois réel (13), dans les rainures verticales (14) formées aux extrémités libres des profilé en bois réels (13) de parois adjacentes,
    et en ce que, entre le profilé en bois réel (13) et le profilé en bois de paroi extérieure (12) léger, placé au point correspondant, se trouvent au moins deux pièces de liaison (15) reliant le profilé en bois réel (13) et le profilé en bois de paroi extérieure (12) léger, de manière à former une unité massive et intégrée ou un petit élément (23).
  6. Une structure de paroi en profilé en bois selon la revendication 4 ou 5, caractérisée
    en ce que, à l'angle de la paroi supplémentaire (11), est placé un profilé en bois d'angle (17) léger, vertical, dans les rainures verticales (14) aux extrémités des profilé en bois réels (13) de parois adjacentes en profilé en bois,
    en ce que le profilé en bois d'angle (17) léger forme un angle sensiblement de 45° avec les surfaces de parois,
    et en ce que le profilé en bois d'angle (17) léger peut coulisser librement par rapport aux profilé en bois réels (13), lorsque les profilé en bois réels (13) sont mis en place et engagés les uns contre les autres.
  7. Une structure de paroi en profilé en bois selon la revendication 4, 5 ou 6, caractérisée
    en ce que le petit élément massif (23), constitué par le profilé en bois de paroi extérieure (12) léger, les pièces de liaison (15) et le profilé en bois réel (13), est relié aux petits éléments (23) correspondants des parois adjacente disposées sensiblement à la même hauteur, de manière que les petits éléments (23).de toutes les parois se trouvant sensiblement à la même hauteur forment un élément de couche (24) en forme de cadre,
    en ce que l'élément de couche (24) repose sur l'autre élément de couche (24), de manière que seuls les profilés en bois en bois réels (13) de l'élément de couche (24) se trouvant au-dessus reposent sur les profilé en bois réels (13) de l'élément de couche (24) se trouvant en dessous,
    et en ce que la jonction à languette et rainure (21) entre les deux profilé cn bois de paroi extérieure (12) légers des deux éléments de couche (24) montés l'un au-dessus de l'autre présente un jeu vertical, de manière que la jonction à languette et rainure (21) permette un déplacement vertical entre les profilé en bois de paroi extérieure (12) légers, lorsque les profilé en bois réels (13) des éléments de couche (24) sont mis en place et engagés l'un contre l'autre.
EP94924318A 1993-08-17 1994-08-17 Procede de realisation d'une structure en bois et structure en bois Expired - Lifetime EP0714467B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FI933632 1993-08-17
FI933632A FI933632A0 (fi) 1993-08-17 1993-08-17 Foerfarande foer framstaellning av en timmerkonstruktion och timmerkonstruktion
PCT/FI1994/000356 WO1995005511A1 (fr) 1993-08-17 1994-08-17 Procede de realisation d'une structure en bois et structure en bois

Publications (2)

Publication Number Publication Date
EP0714467A1 EP0714467A1 (fr) 1996-06-05
EP0714467B1 true EP0714467B1 (fr) 1998-01-07

Family

ID=8538431

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94924318A Expired - Lifetime EP0714467B1 (fr) 1993-08-17 1994-08-17 Procede de realisation d'une structure en bois et structure en bois

Country Status (7)

Country Link
EP (1) EP0714467B1 (fr)
AT (1) ATE161916T1 (fr)
AU (1) AU7462294A (fr)
DE (2) DE4344907A1 (fr)
DK (1) DK0714467T3 (fr)
FI (1) FI933632A0 (fr)
WO (1) WO1995005511A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10116652B4 (de) 2001-04-04 2005-08-25 Klaus Eckelmann Verfahren zur Erstellung eines Gebäudes und nach diesem Verfahren hergestelltes Gebäude
DE10125349B4 (de) * 2001-05-23 2004-07-29 Huber & Sohn Holzbau, Holzverarbeitung, Elementebau GmbH & Co KG Holzwandtafel
NO20055945A (no) 2005-12-14 2007-06-11 Leif Melvin Nettum Bygningselement med isolasjon
FR2946067A1 (fr) * 2009-05-26 2010-12-03 Claude Lambolez Rhabillage des tetes de madriers empiles des chalets en bois

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE213847C1 (fr) *
FI70965C (fi) * 1984-04-09 1986-10-27 Veikko Ilmari Hepokorpi Timmerelement och av timmerelementen tillverkad vaegg
FR2678657B1 (fr) * 1991-07-04 1998-08-21 Joseph Vittupier Perfectionnement pour construction en madriers de bois.

Also Published As

Publication number Publication date
DE69407799T2 (de) 1998-08-20
WO1995005511A1 (fr) 1995-02-23
DE4344907A1 (de) 1995-02-23
FI933632A0 (fi) 1993-08-17
DK0714467T3 (da) 1998-09-07
EP0714467A1 (fr) 1996-06-05
ATE161916T1 (de) 1998-01-15
DE69407799D1 (de) 1998-02-12
AU7462294A (en) 1995-03-14

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