EP2239386A2 - Liaison pour structures de poutres en bois - Google Patents

Liaison pour structures de poutres en bois Download PDF

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Publication number
EP2239386A2
EP2239386A2 EP10169977A EP10169977A EP2239386A2 EP 2239386 A2 EP2239386 A2 EP 2239386A2 EP 10169977 A EP10169977 A EP 10169977A EP 10169977 A EP10169977 A EP 10169977A EP 2239386 A2 EP2239386 A2 EP 2239386A2
Authority
EP
European Patent Office
Prior art keywords
full
screwed
joint
beams
connection
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
EP10169977A
Other languages
German (de)
English (en)
Other versions
EP2239386B1 (fr
EP2239386A3 (fr
Inventor
Martin 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 PL10169977T priority Critical patent/PL2239386T3/pl
Publication of EP2239386A2 publication Critical patent/EP2239386A2/fr
Publication of EP2239386A3 publication Critical patent/EP2239386A3/fr
Application granted granted Critical
Publication of EP2239386B1 publication Critical patent/EP2239386B1/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.
  • the cut mitred have a right angle enclosing abutting beams, the compound is formed as a glued wedge zinc billet or as a dowel bar.
  • Ecktheticen delamination occurs with increasing load of structural disorders such as branches or finger joints.
  • the present invention is based on the object to achieve a higher load capacity and a greater connection stiffness in compounds of the above type.
  • this is achieved in a generic connection characterized in that it is designed as a rigid corner joint consisting of two mitred, abutting, a sharp or an obtuse angle, in particular an angle of 90 ° enclosing wooden beams, in each of the wooden beams close a full-threaded screw is screwed from the respective outer edge of the beam forth at the joint parallel to the joint surface of the two carriers.
  • at least one full-threaded screw is screwed at an angle of approximately 67 ° to the wood fiber direction on the outer side of the corner joint in each of the two wooden beams, whose intersection point is in the joint plane.
  • a full-threaded screw at an angle of 45 ° from the outside of at least one of the beams be screwed running to the outside of the other beam. Furthermore, it may be expedient that, close to the inner edge of the wooden beams in each beam from the joint starting approximately parallel to the fiber longitudinal direction of the beam, a full-threaded screw is screwed into the beam.
  • a connection according to the invention is formed as a rigid corner for positive moment transfer according to the arrow Y.
  • This corner joint consists of two mitred at a joint 12 adjacent wooden beams 13, 14, which enclose an angle of 90 °.
  • a full-threaded screw 15 is parallel to the joint surface of the two beams 13, 14 of the outer side 17, 18 of the two beams 13, 14 screwed.
  • These full-thread screws 15 serve to absorb transverse tensile forces occurring parallel to the abutment surfaces on train.
  • On the outside of the corner joint in each of the wooden beams 13, 14 are each a full-threaded screw 19, 20 screwed at an angle of 67 ° to the wood fiber longitudinal direction.
  • the point of intersection of the two full-thread screws 19, 20 lies in particular in the joint 12.
  • These full-thread screws 19, 20 are loaded under pressure.
  • the pressure contact point is specified in the corner connection according to the invention and the full-thread screws 19, 20 form the load path for the stiffening.
  • a full-threaded screw 21 is screwed at an angle of 45 ° to the fiber direction from the outside of the respective beam 13, 14, which ends immediately in front of the outside of the other beam 14, 13.
  • These full-thread screws 19 absorb the tensile stress occurring in the area and thus form an abutment for the tensile forces, so that the rigid corner is held together in this area.
  • a full-threaded screw 21a is drilled at an angle of 45 ° to the fiber longitudinal direction, which receives pressure forces in this load case.
  • two parallel full-thread screws 19a, 20a are screwed into each of the wooden beams 13, 14, which serve here for optimum tensile force distribution.
  • Parallel to the abutment surface of the two beams 13, 14 are screwed from the inside of the corner connection fro full thread screws 15a, which serve in this case to absorb pressure forces in this area.
  • the inventive arrangement of the full-thread screws in particular the load path for the pressure transmission is specified, ie in particular by the full-thread screws 19a, 20a and 15a, a compression force enhancement is effected.
  • the cross-sectional dimensions of the beams 13, 14 in the bending corner according to the invention have a dimension of 14 x 36 cm and the course of the individual full-thread screws is such that they do not at their opposite end of the screw head from the carriers in the screwed state emerge and end as close to the surface of the respective bar.
  • Preferably, 8 mm diameter screws are used.
  • the screws 21 are formed Gewindestangenrise and have a diameter of 16 mm.
  • 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, and in particular the permanent deformations 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)
  • Working Measures On Existing Buildindgs (AREA)
  • Golf Clubs (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Connection Of Plates (AREA)
EP10169977.5A 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois Active EP2239386B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL10169977T PL2239386T3 (pl) 2008-02-26 2009-02-26 Połączenie konstrukcji z belek drewnianych

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202008002697U DE202008002697U1 (de) 2008-02-26 2008-02-26 Verbindung für Holzbalkenkonstruktionen
EP09153705A EP2096217B1 (fr) 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP09153705.0 Division 2009-02-26
EP09153705A Division EP2096217B1 (fr) 2008-02-26 2009-02-26 Liaison pour structures de poutres en bois

Publications (3)

Publication Number Publication Date
EP2239386A2 true EP2239386A2 (fr) 2010-10-13
EP2239386A3 EP2239386A3 (fr) 2011-11-30
EP2239386B1 EP2239386B1 (fr) 2014-05-07

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 After (1)

Application Number Title Priority Date Filing Date
EP09153705A Active EP2096217B1 (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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112696057A (zh) * 2020-12-18 2021-04-23 重庆建工住宅建设有限公司 一种整体装配式卫浴结构

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
CN113089834B (zh) * 2021-04-23 2024-10-22 中国建筑西南设计研究院有限公司 一种可抵抗弯矩的木结构构件接长节点

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 (de) * 1988-06-23 1988-10-06 Reinhardt, Walter, 7293 Pfalzgrafenweiler Verbindung für Holzbalken oder Holzrahmen
ATE241059T1 (de) * 1997-06-09 2003-06-15 Sfs Intec Holding Ag Koppelpfette aus zwei oder mehreren, in längsrichtung einander überlappend aneinander anschliessenden holzbalken sowie befestigungselement zum verbinden von jeweils zwei einander überlappenden endbereichen von holzbalken zum einsatz bei einer koppelpfette
DE29805784U1 (de) * 1998-03-30 1999-08-05 Sfs Industrie Holding Ag, Heerbrugg Schraube zur Befestigung von Latten aus Holz auf einem Dach- oder Wandunterbau
ATE244827T1 (de) * 1997-11-20 2003-07-15 Meyer Liestal Ag Distanzschraube
DE29802951U1 (de) * 1998-02-20 1999-06-24 MiTek Industries GmbH, 63128 Dietzenbach Verbindungseinrichtung
DE20003705U1 (de) * 2000-02-29 2001-07-12 Sfs Industrie Holding Ag, Heerbrugg Verbindung von zwei zumindest annähernd rechtwinklig aneinander anschließenden Holzbalken

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
BAUEN MIT HOLZ, vol. 105, no. H.10, 2003, pages 28 - 36

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112696057A (zh) * 2020-12-18 2021-04-23 重庆建工住宅建设有限公司 一种整体装配式卫浴结构
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

Also Published As

Publication number Publication date
ATE505598T1 (de) 2011-04-15
PL2239386T3 (pl) 2014-10-31
EP2239386B1 (fr) 2014-05-07
EP2096217B1 (fr) 2011-04-13
PL2096217T3 (pl) 2011-11-30
EP2096217A1 (fr) 2009-09-02
DE202008002697U1 (de) 2009-07-02
EP2239386A3 (fr) 2011-11-30
DE502009000515D1 (de) 2011-05-26

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