EP1699986B1 - Construction de parois en bois, du type a madriers en blocs - Google Patents

Construction de parois en bois, du type a madriers en blocs Download PDF

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Publication number
EP1699986B1
EP1699986B1 EP04804683A EP04804683A EP1699986B1 EP 1699986 B1 EP1699986 B1 EP 1699986B1 EP 04804683 A EP04804683 A EP 04804683A EP 04804683 A EP04804683 A EP 04804683A EP 1699986 B1 EP1699986 B1 EP 1699986B1
Authority
EP
European Patent Office
Prior art keywords
screws
timber
beams
wall structure
screwed
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
EP04804683A
Other languages
German (de)
English (en)
Other versions
EP1699986A1 (fr
Inventor
Dominik Sieber
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.)
SFS Group International AG
Original Assignee
SFS Intec Holding AG
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 SFS Intec Holding AG filed Critical SFS Intec Holding AG
Publication of EP1699986A1 publication Critical patent/EP1699986A1/fr
Application granted granted Critical
Publication of EP1699986B1 publication Critical patent/EP1699986B1/fr
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
    • 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 invention relates to a wooden wall construction in blockboard construction, wherein stacked and optionally adjacent wooden beams are connected to each other by means of screws which bridging the mutual contact area of two wooden beams are screwed from the top or bottom of the two wooden beams and only over part of the Height or thickness of each wooden beam are guided.
  • EP-0787866B1 Another known embodiment provides ( EP-0787866B1 ), that in each case matched to a layer of wooden beams machine screws are inserted into predrilled holes, wherein the screws are operatively connected by threaded holes are provided in the head of the screws into which the threaded end of the shank of the next screw can be screwed , It is formed by a kind of continuous mounting rod, the head of each screw is supported respectively at the top of a wooden beam.
  • the present invention has for its object to provide a wooden wall construction using screws, which is quick and easy to manufacture and in which an optimal attachment of the supported wooden beams can be done.
  • the wooden beams are connected to each other by at least at its two end portions with threaded portions screws which are screwed without pre-drilling and only over part of the height or thickness of the wooden beam and thus intervene only in the immediate mutual contact region of the two wooden beams , wherein the length of the screws is formed smaller than the height of a wooden beam.
  • the screws engage according to the invention only in the immediate mutual contact region of the two wooden beams and are screwed in without pre-drilling. There are only much shorter screws necessary, which are therefore particularly deeply sunk. Due to the much shorter screws to be used a special material and therefore cost savings can be achieved. In addition, the insertion torque is substantially reduced compared to a long screw by the much shorter shaft with a thread. Due to the much shorter dimensions of the screws used in the invention also results in a faster and shorter set time. The creation of a wooden wall construction is much easier and faster by the inventive measures. In particular, this ensures that the compound retains its efficiency even in the volume changes of the wood parts to be joined due to shrinkage and swelling. The compound remains stiff even after multiple fading and swelling of the wooden beam.
  • the simplest type of mutual connection of wooden beams is that in the mutual contact area of two wooden beams in each case at least two screws are screwed at a distance approximately parallel to each other aligned.
  • a design variant provides that the screws are threaded over their entire shaft length. This can be advantageous for manufacturing reasons. The transmission of tensile forces can be improved by a longer thread engagement.
  • the screws have an inner tool engagement at their one end, wherein the diameter of the portion of the screws surrounding this inner tool engagement is approximately equal to or only slightly larger than the outer diameter of the thread.
  • the inventive type of mutual attachment of wooden beams in the construction of wooden wall structures also allows the simple sealing of the mutual investment area between two wooden beams. For this reason, it is also provided that the screws are inserted between arranged on the edge regions of the mutual abutment region of the wooden beams or inserted strip-shaped sealing materials.
  • a variant provides that the screws are screwed in at right angles to the longitudinal extent of the wooden beams.
  • the shortest Eindush is given.
  • the screws are both at right angles and at an acute angle to the longitudinal extension of the wooden beams, optionally alternately sequentially, screwed. Depending on the required power transmission can thus be used the most optimal solution.
  • the screws are each screwed in pairs crossing each other at an acute angle to the longitudinal extent of the wooden beams or transversely to this. It is quite conceivable that the intersecting screwed screws are also at an acute angle to the vertical center plane of the wall made of wooden beams wall construction lying vertical planes.
  • the screws are thus screwed without Vorzubohren, so that a significant reduction in the assembly time occurs.
  • the screws 2 can be provided only in the region of its two ends with a threaded portion 3 and 4. But it is also conceivable to provide a continuous thread over the entire shaft length. In the context of the invention, different thread forms, different thread pitches and different ratios between core diameter and outer thread diameter are possible.
  • the training and mode of action to be formed on a free end drilling and / or Eindringpitze can be performed in various ways.
  • the shape of the screw head is variable, but is to be designed so that it can be brought into the deeply recessed position within the wooden beams without any special problems. It is also conceivable that in the case of two threaded sections these have a different thread pitch.
  • a surface coating is also advantageous for the screws used here.
  • a coating which reduces the insertion torque of the screws 2 is suitable.
  • Such a coating can also be applied in addition to a corrosion protection coating or it can also emanate from this anti-corrosion coating at the same time the torque-reducing effect.
  • the screws 2 protrude on both sides of the mutual contact area 5 approximately equally far into the adjoining wooden beams 1.
  • the length C of the screws 2 is formed smaller than the height B of a wooden beam. 1
  • two or more than two screws 2 are screwed in each case at a distance approximately parallel to one another.
  • the screws 2 have at their one end an inner tool attack 6, wherein the diameter of the inner tool engagement 6 surrounding portion of the screws 2 is approximately equal to or only slightly larger than the outer diameter of the thread.
  • the screws 2 can be screwed in with a screwdriver bit whose shaft adjoining the engagement region for attachment to the screw 2 or an imaginary enveloping cylinder of this shaft has a diameter which is equal to or smaller than the diameter of the section of the screw 2 surrounding the inner tool attack 6. Further, this shaft has a length for bridging the range of height B of the wooden beam 1 from the réellewerkzeugangriff 6 of the screw 2 to the upper or lower limit and further to the screwdriver bit. As a result, a proper drive of the screws can be accomplished until the final setting position, without an additional torque increase is caused by the screwing forth.
  • the screws 2 are - if strip-shaped sealing materials 7 are used - arranged between inserted at the edge regions of the mutual contact region 5 of the wooden beams 1 sealing materials 7.
  • the cross-sectional shape of the wooden beams is to be designed in a variety of ways when using the measures according to the invention.
  • wood wall constructions can also be formed according to the nature of the logs provided in nature.
  • sawn wooden beams 1 with or without mutual groove and comb training can be used here.
  • FIG. 1 In Fig. 1, three holes 8 are visible, which have been prepared by screwing the screws 2. 2 and 3 corresponding holes 8 are visible. As shown in FIGS. 2 and 3, the bores 8 seem to be arranged one above the other in line, but in fact the bores 8 of one beam are offset by one piece relative to the bores 8 of the next beam, as shown in FIGS. 6 can be seen.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
  • Rod-Shaped Construction Members (AREA)

Claims (11)

  1. Construction de parois en bois du type à madriers en bloc, dans laquelle des poutres superposées, le cas échéant juxtaposées, sont assemblée à l'aide de vis qui traversent la zone de contact réciproque de deux poutres en bois en partant du côté supérieur ou du côté inférieur des deux poutres, et ne passent que dans une partie de la hauteur ou de l'épaisseur de chaque poutre,
    caractérisée en ce que
    les poutres (1) sont reliées par des vis (2) munies de segments filetés (3, 4), au moins au niveau des deux zones d'extrémité, et les vis sont mises en place sans avant trous et elles ne pénètrent que dans la zone de contact réciproque direct (5) des deux poutres (1), la longueur (C) des vis étant inférieure à la hauteur (B) d'une poutre (1).
  2. Construction de parois en bois selon la revendication 1,
    caractérisée en ce que
    les vis (2) sont enfoncées sensiblement de la même longueur dans les poutres (1), appliquées l'une sur l'autre, de part et d'autre de la zone de d'apui réciproque (5).
  3. Construction de parois en bois selon la revendication 1,
    caractérisée en ce que
    dans la zone d'appui réciproque (5) de deux poutres (1), chaque fois au moins deux vis (2) sont enfoncées distantes l'une de l'autre et sensiblement parallèlement.
  4. Construction de parois en bois selon l'une des revendications 1 à 3,
    caractérisée en ce que
    toute la longueur de la tige des vis (2) est filetée.
  5. Construction de parois en bois selon l'une des revendications 1 à 4,
    caractérisée en ce que
    l'extrémité des vis (2) comporte une empreinte (6) pour un outil, et le diamètre du segment de la vis (2) qui entoure cette empreinte d'outil (6) est sensiblement égal ou légèrement supérieur au diamètre extérieur du filetage.
  6. Construction de parois en bois selon l'une des revendications 1 à 5,
    caractérisée en ce que
    les vis (2) sont placées dans des matériaux d'étanchéité (7) en forme de bande prévus ou insérés entre les zones marginales des zones d'appui réciproques (5) des poutres (1).
  7. Construction de parois en bois selon l'une des revendications 1 à 6,
    caractérisée en ce que
    les vis (2) sont enfoncées perpendiculairement à la direction longitudinale des poutres (1).
  8. Construction de parois en bois selon l'une des revendications 1 à 6,
    caractérisée en ce que
    les vis (2) sont enfoncées suivant un angle aigu par rapport à la direction longitudinale des poutres (1).
  9. Construction de parois en bois selon l'une des revendications 1 à 6,
    caractérisée en ce que
    les vis (2) sont enfoncées à la fois perpendiculairement et suivant un angle aigu par rapport à l'extension longitudinale des poutres (1).
  10. Construction de parois en bois selon la revendication 9,
    caractérisée en ce que
    les vis sont enfoncées en se suivant en alternance.
  11. Construction de parois en bois selon l'une des revendications 1 à 6 et 9,
    caractérisée en ce que
    les vis (2) sont enfoncées en se croisant chaque fois par paire suivant un angle aigu par rapport à l'extension longitudinale des poutres (1), transversalement à celles-ci.
EP04804683A 2003-12-19 2004-12-06 Construction de parois en bois, du type a madriers en blocs Not-in-force EP1699986B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10359995A DE10359995B3 (de) 2003-12-19 2003-12-19 Holzwandkonstruktion in Blockbohlenbauweise
PCT/EP2004/053277 WO2005061811A1 (fr) 2003-12-19 2004-12-06 Construction de parois en bois, du type a madriers en blocs

Publications (2)

Publication Number Publication Date
EP1699986A1 EP1699986A1 (fr) 2006-09-13
EP1699986B1 true EP1699986B1 (fr) 2008-01-02

Family

ID=34530338

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04804683A Not-in-force EP1699986B1 (fr) 2003-12-19 2004-12-06 Construction de parois en bois, du type a madriers en blocs

Country Status (6)

Country Link
US (1) US20070130852A1 (fr)
EP (1) EP1699986B1 (fr)
AT (1) ATE382750T1 (fr)
CA (1) CA2543560A1 (fr)
DE (2) DE10359995B3 (fr)
WO (1) WO2005061811A1 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2009317857B2 (en) * 2008-11-18 2016-08-04 Loggo Ip Pty Ltd. In Its Capacity As Trustee For Thornton Ip Trust Timber structural member
SI2256262T1 (sl) * 2009-10-22 2013-09-30 Naturbau Gschwend Gschwendbau Gmbh Modul lesene konstrukcije, postopek za njegovo proizvodnjo in njegova uporaba
AU2013224725B2 (en) * 2009-11-09 2017-05-11 Loggo Ip Pty Ltd. Composite structural member
WO2015031957A1 (fr) * 2013-09-06 2015-03-12 Loggo Ip Pty Ltd In Its Capacity As Trustee For Thornton Ip Trust Élément structural composite
EP3146118B1 (fr) * 2014-05-18 2020-11-04 Loggo IP Pty Ltd. in its Capacity as Trustee for Thornton IP Trust Élément structural composite
FR3069868B1 (fr) * 2017-08-03 2022-05-13 Leko Labs Sa Element constructif a lames prealablement pressees
US10982436B1 (en) * 2020-01-03 2021-04-20 John P. Ross Log wall construction

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4503648A (en) * 1982-12-09 1985-03-12 Mahaffey Donald H Lightweight composite building module
US4909012A (en) * 1988-09-28 1990-03-20 Thompson Jr Ransom S Method of using compression fastener for joining structural members
US5163259A (en) * 1990-10-29 1992-11-17 Hunsaker Theo R Interlocking manufactured logs
US5283994A (en) * 1992-06-19 1994-02-08 Callison & Associates Xxi, Inc. Landscape timber system
US5400845A (en) * 1992-12-21 1995-03-28 Olympic Manufacturing Group, Inc. Technique for fastening logs and fastener therefor
DE9307029U1 (de) * 1993-05-08 1993-08-19 Blach Thomas Beidseitige Nut für Kreuznagelung diverser Außenwandblockbohlen
US5577356A (en) * 1994-03-25 1996-11-26 Panabode Cedar Homes, Inc. Pre-cut building method and structure
JP3280561B2 (ja) * 1996-02-05 2002-05-13 株式会社アールシーコア ログハウス用ログ壁の組み上げ方法及びログ緊結用ボルト
EP1015774B1 (fr) * 1997-09-22 2005-07-27 SFS intec Holding AG Fixation des lattes de bois sur le platelage d'un toit ou la fondation d'un mur composé entre autres de bois
DE29805784U1 (de) * 1998-03-30 1999-08-05 Sfs Ind Holding Ag Schraube zur Befestigung von Latten aus Holz auf einem Dach- oder Wandunterbau
DE29802951U1 (de) * 1998-02-20 1999-06-24 Mitek Ind Gmbh Verbindungseinrichtung
DE19828275A1 (de) * 1998-06-25 2000-01-13 Abbeyfield Investments Ltd Bohle zum Bau von Holzhäusern
US6050765A (en) * 1998-08-21 2000-04-18 Olympic Manufacturing Group, Inc. Fastener for logs and fastening technique therefor
US6266934B1 (en) * 1999-04-09 2001-07-31 Blh, Inc Supports for log structures
US6418680B1 (en) * 1999-04-16 2002-07-16 Dennis P. Calkins Log panel system with panels comprising a plurality of stacked logs and an end board fixedly attached to the ends of each panel
US6385929B1 (en) * 1999-10-29 2002-05-14 Richard J. Englehart Log and screw pin building system
DE29920853U1 (de) * 1999-11-30 2000-03-02 Kob Sabine Wetterfester Wandaufbau in der Blockbauweise
DE10013810B4 (de) * 2000-03-21 2004-08-12 Sfs Intec Holding Ag Träger aus Holz mit auf Querzug belasteten Abschnitten
DE20007321U1 (de) * 2000-04-20 2001-08-23 Az Ausruest Zubehoer Gmbh Holzschraube

Also Published As

Publication number Publication date
US20070130852A1 (en) 2007-06-14
DE10359995B3 (de) 2005-06-02
DE502004005870D1 (de) 2008-02-14
WO2005061811A1 (fr) 2005-07-07
EP1699986A1 (fr) 2006-09-13
ATE382750T1 (de) 2008-01-15
CA2543560A1 (fr) 2005-07-07

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