EP2096217B1 - Liaison pour structures de poutres en bois - Google Patents

Liaison pour structures de poutres en bois Download PDF

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Publication number
EP2096217B1
EP2096217B1 EP09153705A EP09153705A EP2096217B1 EP 2096217 B1 EP2096217 B1 EP 2096217B1 EP 09153705 A EP09153705 A EP 09153705A EP 09153705 A EP09153705 A EP 09153705A EP 2096217 B1 EP2096217 B1 EP 2096217B1
Authority
EP
European Patent Office
Prior art keywords
full
thread screws
wooden
joint
wooden beams
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.)
Active
Application number
EP09153705A
Other languages
German (de)
English (en)
Other versions
EP2096217A1 (fr
Inventor
Martin Prof. Dr.-Ing. Trautz
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.)
Spax International GmbH and Co KG
Original Assignee
Spax International GmbH and Co KG
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 Spax International GmbH and Co KG filed Critical Spax International GmbH and Co KG
Priority to PL09153705T priority Critical patent/PL2096217T3/pl
Priority to EP10169977.5A priority patent/EP2239386B1/fr
Priority to PL10169977T priority patent/PL2239386T3/pl
Publication of EP2096217A1 publication Critical patent/EP2096217A1/fr
Application granted granted Critical
Publication of EP2096217B1 publication Critical patent/EP2096217B1/fr
Active 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/42—Arched girders or portal frames of wood, e.g. units for rafter roofs

Definitions

  • the present invention relates to a compound according to the preamble of claim 1.
  • Such a compound is from the DE-U-200 03 705 known
  • the present invention is based on the object to achieve a higher load capacity and a greater connection stiffness in a compound of the above type.
  • the full-thread screws are drilled in such a way that they are subjected to essentially normal force.
  • the screw assembly according to the invention is carried out according to a truss model, which is designed for the internal stresses by longitudinal force and bending.
  • the use of self-tapping full-thread screws results in advantages of the simpler and faster Assembly of the screw connection, since a pre-drilling is eliminated and also the requirement for the precision of the position of the connecting means - accuracy of fit - are lower.
  • the practically missing slippage of the screw connection is a significant improvement over the dowel connection. Due to the axial load of the full-thread screws according to the invention, significantly higher connection stiffnesses can be achieved than for the previously customary shearing-hole reveal connections.
  • transverse and perpendicular full-thread screws are provided in pairs.
  • three or more pairs of vertical and transverse full-thread screws are drilled one behind the other.
  • a pair of vertically extending screws is preferably arranged in each case first per timber carrier.
  • the vertically and transversely extending full-thread screws are suitably arranged one behind the other in the longitudinal direction in such a way that the points of intersection of the perpendicular and transverse full thread screws lying next to each other from the joint lie in the abutment plane between the wooden beam tongue and the wooden beams.
  • the other full-thread screws abutting wooden beams and the wooden beam tab are screwed over the entire width thereof.
  • the angle of inclination of the transverse screws ie the screwing-in angle, is preferably 30 ° and their arrangement with intersection in the joint area allows an almost direct transmission of the tensile forces by the transversal screws.
  • the power flow through the wooden beam tab so steered that a significantly lower eccentricity of the force occurs.
  • the bending moments in the wooden beam lug are significantly reduced. Due to the centering of the force flow, in the connection according to the invention, the lateral deflections relative to a dowel connection are also significantly reduced.
  • the additional arrangement of rectangular screws introduced at right angles to the direction of force is useful not only for reasons of the split tensile reinforcement, but this screw arrangement also causes a high residual capacity of the cross section.
  • a tongue and groove connection 1 consists of two wooden beams 3, 4 lying one behind the other in the longitudinal direction X and abutting against one another at an abutment point 2. Below the joint 2, bridging these, a wooden beam tongue 6 is arranged adjacent to both wooden beams 3, 4. The wooden beams 3, 4 are connected to the Holzbafkenlasche 6 via mechanical connecting means 7, 8, 9. These mechanical connecting means 7, 8, 9 are designed as self-tapping full-thread screws. Such self-tapping full-thread screws used in accordance with the invention enable high screw-in depths without pre-drilling. Due to the existing full thread a power transmission over the entire screw length is possible.
  • full thread screws 8 are provided according to the invention, the perpendicular to the surface of the wooden beams 3, 4 are screwed.
  • these full-thread screws 8 are on both sides of the joint 11 so screwed into the wooden beams 3, 4 that they end within the wooden bar plate 6, wherein also a leakage of these full-thread screws 8 is to be avoided from the wooden bar plate 6.
  • the full-thread screws 8 are also arranged on each wooden beam 3, 4 in three consecutively arranged pairs of two adjacent full-threaded screws 8. The distance between the pairs of fully threaded screws 8 is equal to each other in the longitudinal direction of the wooden beams 3, 4.
  • the assignment of the full-thread screws 8 to the full-thread screws 7 is such that starting from the joint 2, first a pair of full-thread screws 8 in each wooden beam 3, 4 is screwed.
  • the full-length screws 7 extending obliquely to the longitudinal axis have a diameter of 8 mm and have a total length of 600 mm in length.
  • the screwing distance between the individual full-thread screws 7 in the longitudinal direction is for example 17.6 cm.
  • the mutual distance of the full-thread screws 8, which are screwed in perpendicular to the beam surface, is also 17.6 cm.
  • the full-thread screws 8 have a diameter of 8 mm and a length of 300 mm.
  • the cross section of the wooden beams 3, 4 and the wooden beam tab 6 has a width of 16 cm and a height of 16 cm.
  • full-thread screws 9 are screwed in the tab abutment region perpendicular to the screw-in plane of the full-thread screws 7, 8 for splitting reinforcement. These full-thread screws 9 are each offset from each other screwed close to the beam and bar upper and lower edges. These full-thread screws 9 preferably have a length of 16 cm corresponding to the width of the wooden beams 3, 4 and the beam tab 6 and a diameter of 8 mm.
  • this compound of the invention Due to the inventive design of the compound this is much higher load capacity than comparable traditional types of connection. The occurring forces are removed under much lower deformations, in particular, the permanent deformations due to slip are greatly reduced.
  • the compound of the invention is significantly easier to produce, with less material and labor.
  • this compound of the invention can constructively interpret so that by the arrangement of the screws in the overall configuration a quasi-ductile load bearing behavior of the joint with announced failure is induced by visible deformations.
  • the screws are essentially applied according to the frictional connection, so that they are predominantly normal force.
  • the butt joints according to the invention are significantly more resilient than comparable traditional types of connection. The forces are removed under significantly lower deformations, in particular, the permanent deformation due to the connecting means are greatly reduced. In addition, a much easier manufacturability results with less material and labor.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Wood Science & Technology (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Laminated Bodies (AREA)
  • Connection Of Plates (AREA)
  • Golf Clubs (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Claims (11)

  1. Assemblage formé d'au moins deux poutres en bois (3, 4) avec au moins deux vis à bois auto-foreuses (7, 8, 9) pour chaque poutre en bois (3, 4), les vis à bois auto-foreuses (7, 8, 9) étant vissées dans le bois de telle sorte qu'elles réduisent les forces de traction perpendiculairement à la direction des fibres de bois et/ou absorbent les forces de traction parallèlement à la direction des fibres et/ou transmettent les contraintes de pression perpendiculairement à la direction des fibres,
    caractérisé en ce que l'assemblage est un assemblage à couvre-joint, ledit assemblage à couvre-joint comportant deux poutres en bois (3, 4), disposées l'une derrière l'autre dans la direction longitudinale (X) et venant en appui l'une contre l'autre par leurs extrémités au niveau d'une zone de joint, et au moins un couvre-joint (6), en appui contre les deux poutres en bois (3, 4) en dessous de la zone de joint en couvrant celle-ci et orienté dans le même sens que lesdites poutres, ainsi que des vis à bois auto-foreuses (7, 8, 9), qui relient les poutres en bois (3, 4) avec le couvre-joint (6) et parmi lesquelles au moins deux vis à bois auto-foreuses (7) sont vissées dans l'une des deux poutres en bois (3, 4) dans un plan de vissage perpendiculaire à la surface des poutres dans des directions opposées l'une à l'autre en formant un angle de vissage aigu (α1 ou α2), de telle sorte que lesdites vis se croisent dans le plan médian du joint à l'intérieur du couvre-joint (6), ainsi qu'au moins deux vis à bois auto-foreuses (8) qui sont vissées dans les poutres en bois (3, 4) dans un plan perpendiculaire à la surface des poutres en bois (3, 4) en formant un angle droit de part et d'autre de la zone de joint, de telle sorte que lesdites vis se terminent à l'intérieur du couvre-joint (6).
  2. Assemblage selon la revendication 1, caractérisé en ce que les vis à bois auto-foreuses (7, 8, 9), orientées transversalement et orientées perpendiculairement, sont prévues respectivement par paires.
  3. Assemblage selon la revendication 2, caractérisé en ce que respectivement de part et d'autre de la zone de joint (11), trois paires ou plus de vis à bois auto-foreuses (7, 8), orientées perpendiculairement et orientées transversalement, sont vissées les unes derrière les autres dans la direction longitudinale.
  4. Assemblage selon la revendication 2 ou 3, caractérisé en ce qu'à partir de la zone de joint (11) sont disposées d'abord des vis à bois auto-foreuses (8) orientées perpendiculairement.
  5. Assemblage selon l'une quelconque des revendications 2 à 4, caractérisé en ce que les vis à bois auto-foreuses (7, 8), orientées transversalement et orientées perpendiculairement, sont disposées les unes derrière les autres dans la direction longitudinale, de telle sorte que les points d'intersection des vis à bois auto-foreuses (8, 7), orientées transversalement et orientées perpendiculairement et disposées les unes à côté des autres à partir de la zone de joint (11), sont disposées dans le plan d'appui entre les poutres en bois (3, 4) et le couvre-joint (6).
  6. Assemblage selon l'une quelconque des revendications 2 à 5, caractérisé en ce que les vis à bois auto-foreuses (8) orientées perpendiculairement sont disposées à distances égales les unes à côté des autres respectivement dans chacune des poutres en bois (3, 4).
  7. Assemblage selon l'une quelconque des revendications 2 à 6, caractérisé en ce que les vis à bois auto-foreuses (7) orientées transversalement sont disposées à distances égales les unes à côté des autres dans chacune des poutres en bois (3, 4).
  8. Assemblage selon l'une quelconque des revendications 2 à 7, caractérisé en ce que les vis à bois auto-foreuses (7) orientées transversalement sont vissées dans le bois en formant un angle aigu (α1 ou α2) de 30°.
  9. Assemblage selon l'une quelconque des revendications 2 à 8, caractérisé en ce que les vis à bois auto-foreuses (7, 8) orientées transversalement et orientées perpendiculairement s'étendent sur toute l'épaisseur des poutres en bois (3, 4) et du couvre-joint (6).
  10. Assemblage selon l'une quelconque des revendications 2 à 9, caractérisé en ce que les vis à bois auto-foreuses (7) orientées transversalement ont une longueur correspondant au double de la longueur des vis à bois auto-foreuses (8) orientées perpendiculairement.
  11. Assemblage selon l'une quelconque des revendications 2 à 10, caractérisé en ce que perpendiculairement au plan de vissage des vis à bois auto-foreuses (7, 8), des vis à bois auto-foreuses (9) supplémentaires, destinées à maintenir la fente dans la zone à couvre joint des poutres en bois (3, 4) et du couvre-joint (6), sont vissées sur toute la largeur de ce dernier, les vis à bois auto-foreuses (9) étant vissées dans le bois, de préférence, en étant décalées respectivement les unes par rapport aux autres à proximité de l'arête supérieure et de l'arête inférieure des poutres et du couvre-joint.
EP09153705A 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois Active EP2096217B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
PL09153705T PL2096217T3 (pl) 2008-02-26 2009-02-26 Połączenie konstrukcji z belek drewnianych
EP10169977.5A EP2239386B1 (fr) 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois
PL10169977T PL2239386T3 (pl) 2008-02-26 2009-02-26 Połączenie konstrukcji z belek drewnianych

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202008002697U DE202008002697U1 (de) 2008-02-26 2008-02-26 Verbindung für Holzbalkenkonstruktionen

Related Child Applications (2)

Application Number Title Priority Date Filing Date
EP10169977.5A Division EP2239386B1 (fr) 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois
EP10169977.5 Division-Into 2010-07-19

Publications (2)

Publication Number Publication Date
EP2096217A1 EP2096217A1 (fr) 2009-09-02
EP2096217B1 true EP2096217B1 (fr) 2011-04-13

Family

ID=40577650

Family Applications (2)

Application Number Title Priority Date Filing Date
EP10169977.5A Active EP2239386B1 (fr) 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois
EP09153705A Active EP2096217B1 (fr) 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP10169977.5A Active EP2239386B1 (fr) 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois

Country Status (4)

Country Link
EP (2) EP2239386B1 (fr)
AT (1) ATE505598T1 (fr)
DE (2) DE202008002697U1 (fr)
PL (2) PL2096217T3 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT511317B1 (de) * 2011-03-21 2013-09-15 Wolf Modul Gmbh Balken aus holz mit schräg gestellten schrauben
SE537689C2 (sv) * 2013-12-12 2015-09-29 Martinson Group Ab Knutpunkt mellan konstruktionselement av trä samt fackverk
CN112696057B (zh) * 2020-12-18 2022-02-08 重庆建工住宅建设有限公司 一种整体装配式卫浴结构

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2796642A (en) * 1954-09-27 1957-06-25 Timber Structures Inc Rigid arch joiner
US3328056A (en) * 1965-07-23 1967-06-27 Timberweld Mfg Bracket and tension means for a haunch joint
GB2213900B (en) * 1987-12-24 1991-05-01 Bernard Charles Rump A method of making a frame
DE8808077U1 (fr) * 1988-06-23 1988-10-06 Reinhardt, Walter, 7293 Pfalzgrafenweiler, De
CN1117199C (zh) * 1997-06-09 2003-08-06 Sfs工业控股公司 由沿纵向搭接相连的木梁组成的连接檩条以及紧固件
DE29805784U1 (de) * 1998-03-30 1999-08-05 Sfs Ind Holding Ag Schraube zur Befestigung von Latten aus Holz auf einem Dach- oder Wandunterbau
DE59808969D1 (de) * 1997-11-20 2003-08-14 Meyer Liestal Ag Liestal Distanzschraube
DE29802951U1 (de) * 1998-02-20 1999-06-24 Mitek Ind Gmbh Verbindungseinrichtung
DE20003705U1 (de) * 2000-02-29 2001-07-12 Sfs Ind Holding Ag Heerbrugg Verbindung von zwei zumindest annähernd rechtwinklig aneinander anschließenden Holzbalken

Also Published As

Publication number Publication date
EP2096217A1 (fr) 2009-09-02
PL2239386T3 (pl) 2014-10-31
EP2239386A2 (fr) 2010-10-13
EP2239386B1 (fr) 2014-05-07
DE202008002697U1 (de) 2009-07-02
EP2239386A3 (fr) 2011-11-30
ATE505598T1 (de) 2011-04-15
PL2096217T3 (pl) 2011-11-30
DE502009000515D1 (de) 2011-05-26

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