EP3263788B1 - Liaison de deux poutres en bois - Google Patents

Liaison de deux poutres en bois Download PDF

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Publication number
EP3263788B1
EP3263788B1 EP17001082.1A EP17001082A EP3263788B1 EP 3263788 B1 EP3263788 B1 EP 3263788B1 EP 17001082 A EP17001082 A EP 17001082A EP 3263788 B1 EP3263788 B1 EP 3263788B1
Authority
EP
European Patent Office
Prior art keywords
timber
timber beam
terminating
screws
screw
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
EP17001082.1A
Other languages
German (de)
English (en)
Other versions
EP3263788A1 (fr
Inventor
Stephan Schindlauer
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.)
Sihga GmbH
Original Assignee
Sihga GmbH
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 Sihga GmbH filed Critical Sihga GmbH
Publication of EP3263788A1 publication Critical patent/EP3263788A1/fr
Application granted granted Critical
Publication of EP3263788B1 publication Critical patent/EP3263788B1/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
    • 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
    • E04B2001/2644—Brackets, gussets or joining plates
    • 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
    • E04B2001/2652—Details of nailing, screwing, or bolting

Definitions

  • the invention relates to a connection between two wooden beams.
  • the US4280686A shows a fitting made of sheet metal for connecting two wooden beams, the first wooden beam being aligned with an end face of a lateral surface side of the second wooden beam and the end face and lateral surface side being aligned parallel to one another.
  • the essentially flat fitting is located between the mutually facing surfaces of the wooden beams and protrudes at two opposite edges over the end face of the first wooden beam.
  • the fitting is connected to the first wooden beam by nails on the surface area lying against the end face of the first beam.
  • the fitting is connected to the second wooden beam by nails in the areas protruding from the end face. The nails are aligned normal to the plane of the flat fitting.
  • connection is not very rigid and not very rigid;
  • a typical application in which this does not interfere is the connection of posts and longitudinal beams of fences, with a longitudinal beam ending with its front side on a lateral surface side of a post.
  • the fitting is provided with a fold in the area protruding under the end face of the longitudinal beam, on which the longitudinal beam rests with its end region from above.
  • the US 2013/0259563 A1 shows a fitting consisting of several individual sheets and a few screws for attaching five rods with the same square cross-sectional area to one another.
  • Four of the rods each end with an end face at the same height as one another on a lateral surface side of the fifth, central, continuous rod.
  • the individual sheets of the connection fitting each run between a Lateral surface side of the central rod and a front side of a rod protruding thereon, ie also next to said front surface on lateral surface sides of rods.
  • the metal sheets of the connecting fitting are connected to a metal sheet located on the other side of the bar by means of screws, which each run through a rod.
  • connection is reasonably rigid. However, it has a high production cost and also looks very technical.
  • the principle can only be applied to the connection of only two beams if the two beams are of the same width in the direction normal to the common plane.
  • the WO 02066754 A1 shows a fitting for the T-connection of beams.
  • the fitting is essentially a U-shaped sheet metal part which, when installed as intended, rests flat with its base surface on the end face of the beam ending at the T-joint and rests with its legs on the lateral surfaces of this beam.
  • the base of the fitting is widened laterally beyond the legs by two straps. When assembled, the tabs are connected to the continuous beam and the legs are connected to the ending beam by screws or nails. Disadvantages are that the fitting is visually very present and also offers only relatively low rigidity and resistance to bending loads.
  • the object on which the invention is based is to create a T-connection for two wooden beams, with one end face of the first "ending beam” facing a lateral surface side of the second "continuous beam” aligned parallel to this end face.
  • the connection should be easy to assemble, in the assembled state fittings should be largely concealed, forces should be good both normal and parallel to the connecting surfaces of the beams be transferrable.
  • the connection should also transmit torques about axes that are normal to the plane spanned by the beams so well and non-destructively between the beams that separate diagonal braces between the beams can be omitted.
  • a connection with the features of claim 1 is provided for solving the problem.
  • an ending beam 1 made of wood and a continuous beam 2 made of wood are connected to one another by a fitting 3 to form a T-arrangement.
  • the fitting 3 consists of a plate 4 and several screws 5, 6, 7.
  • the plate 4 lies with its one main surface flat against that side surface of the continuous beam 2 which faces the ending beam 1 .
  • the second main surface of the plate 4 lies flat against the end face of the ending beam 1 facing the continuous beam 2 .
  • the plate 4 is first fixed to the end face of the ending beam 1 .
  • two relatively short, ideally self-drilling and thread-cutting screws 5 are screwed through screw through-holes 8 ( 2 ) in the plate 4 screwed into the beam 2.
  • the orientation of the screws 5 is parallel to the longitudinal direction of the ending beam 1 and thus normal to the plane of the plate 4.
  • the screw through bores 8 are each formed as a stepped bore aligned normal to the plane of the plate 4, a longitudinal area with a constant larger diameter being followed by a funnel-like constriction area and then a longitudinal area with a constant smaller diameter.
  • the area with the larger diameter is so wide and deep that the head of the screw 5 that runs through it can be accommodated entirely in it and thus no longer protrudes beyond the plate 4 .
  • the plate 4 is connected to the ending beam 1 with statically relevant screws 6 .
  • the screws 6 are preferably self-drilling and thread-cutting. she run in turn through, designed as a stepped bore screw through holes 9 in the plate 4 through, in each of which the head of the screw 6 is completely accommodated.
  • the screw passage bores 9 are not aligned normal to the plane of the plate 4 but are inclined at an acute angle, typically 30° from the normal.
  • the plate 4 is sufficiently thick (eg 12mm) and the smaller diameter of the screw through-holes 9 is sufficiently narrow to cause the screw through-holes 9 to act as guides which essentially predetermine the direction in which the screws 6 are screwed.
  • the screw passage bores 9 through the plate 4 lead to one of the two longitudinal edge regions of the end face of the ending beam 1, which are aligned normal to the plane spanned by the two beams 1, 2.
  • the screw passage bores 9 and thus also the screws 6 are aligned in such a way that their normal projection onto the plane spanned by the beams 1, 2 together with the longitudinal direction of the ending beam 1 assumes an acute angle of typically 30°, with the angle along the screws 6 increasing with increasing Distance from the end face of the beam 1 also increases the distance to that lateral surface side of the ending beam 1, in the vicinity of which the head of the respective screw 6 is located.
  • the screws 6 are dimensioned so long that when they are screwed in, the screw tip and the screw head are on different sides of that longitudinal center plane of the ending beam 1 which is normal to the plane spanned by the two beams 1, 2.
  • the two rows of screw through-holes 9 on the plate 4 are offset from one another by half a grid dimension of the hole spacing ( 2 ).
  • the continuous beam 2 is placed with one lateral surface side in the intended relative position relative to it on the main surface of the plate 4 that is still exposed after step 2, and by means of screws 7, which run through screw through-holes 10 in the plate 4 and are preferably self-drilling and self-tapping , tightened by the screws 7 penetrating through said lateral surface into the continuous beam 2 and forming a threaded connection with it.
  • the screws 7 can be aligned normal to the plane of the plate 4 and thus to the longitudinal direction of the continuous beam 2. Ideally, the screws 7 are so long that they penetrate that longitudinal center plane of the continuous beam 2 which is parallel to that lateral surface side of the beam 2 on which the screws 7 penetrate into it.
  • the two rows of screw passage holes 9 for the screws 7 leading into the continuous beam 1 are each located on one of the two edge regions 11 of the plate 4, which protrude beyond the end face of the ending beam 1 on those side edges of the end face which lead to the through the beams 1, 2 are normal to the plane spanned together and in the vicinity of which the screw through-holes 8 for the screws 6 also open into the face of the ending beam 1.
  • the plate 4 When torque is transmitted between the two beams 1, 2 in the in 1 alignment symbolized by a curved arrow, there is a bending load on the plate 4, which is strongest in the vicinity of the two rows of screw through-holes 9.
  • the plate 4 In order to form the connection between the two beams 1, 2 with maximum rigidity, the plate 4 must be dimensioned in such a way that it can only deform slightly elastically at most marginally under this bending load.
  • a framework is formed with the aid of the beams 1, 2, which is a roof of a simple building such as typically of a carport or a shed.
  • the ending beam 1 is a wooden column and the continuous beam 2 is part of the roof truss.
  • a typical mating design of the plate 4 may be of aluminium, 12mm thick and the spacing between two adjacent rows of screw through holes 8, 9 is 3cm.
  • connection according to the invention makes diagonal struts between the beams 1, 2 to be connected unnecessary is particularly valuable in the case of use as a carport, since this eliminates the disruptive restriction of the passage cross-section. In the case of application to other buildings, it can also be of great value because it removes a restriction on the positioning of windows or gates.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (4)

  1. Assemblage entre une poutre d'extrémité (1) en bois et une poutre continue (2) en bois à l'aide d'une ferrure (3) qui présente une plaque plane (4) et plusieurs vis (5, 6, 7), la face frontale de la poutre d'extrémité (1) venant s'appliquer à plat contre une première surface principale de la plaque (4), et un côté de surface d'enveloppe de la poutre continue (2) venant s'appliquer à plat contre la deuxième surface principale de la plaque (4), les vis (5, 6, 7) traversant des trous de passage de vis (8, 9, 10) dans la plaque (4), s'étendant au travers des poutres (1, 2) et étant en prise par filetage avec celles-ci, des zones de bord (11) de la plaque (4) dépassant de la face frontale de la poutre d'extrémité (1) dans la direction parallèle au plan commun défini par les deux poutres (1, 2), et ces zones de bord (11) présentant les trous de passage de vis (10) pour les vis (7) s'étendant dans la poutre continue (2),
    caractérisé en ce que
    les vis (6) qui s'étendent à travers la poutre d'extrémité (1) forment un angle aigu avec le sens longitudinal de la poutre d'extrémité (1) et traversent la face frontale de la poutre d'extrémité (1) au niveau de la zone de bord vers les côtés de la surface d'enveloppe de cette poutre (1) qui sont orientés perpendiculairement par rapport au plan formé par les deux poutres, la projection orthogonale d'une des vis (6) s'étendant dans la poutre d'extrémité (1) sur le plan défini par les poutres (1, 2) formant un angle aigu de moins de 45° avec le sens longitudinal de la poutre d'extrémité (1), la distance entre la vis (6) et le côté de la surface d'enveloppe de la poutre (1) à proximité duquel se trouve la tête de la vis (6) augmentant au fur et à mesure que l'on s'éloigne de la face frontale de la poutre (1).
  2. Assemblage selon la revendication 1, caractérisé en ce que les axes des trous de passage de vis (9), à travers lesquels passent les vis (6) pour aller s'étendre dans la poutre d'extrémité (1), forment un angle aigu avec la verticale au niveau du plan de la plaque (4), et en ce que les trous de passage de vis (9) forment un guidage longitudinal pour les vis (6).
  3. Assemblage selon la revendication 1 ou 2, caractérise en ce que, en plus des vis (6) s'étendant dans la poutre d'extrémité (1) selon un angle aigu par rapport à son sens longitudinal, au moins une vis (5) s'étend dans la poutre d'extrémité (1) à travers un trou de passage de vis (8) dans la plaque (4), parallèlement à son sens longitudinal.
  4. Assemblage selon l'une des revendications 1 à 3, caractérisé en ce que la poutre d'extrémité (1) est une colonne d'un bâtiment sur laquelle la poutre continue (2) repose.
EP17001082.1A 2016-06-30 2017-06-26 Liaison de deux poutres en bois Active EP3263788B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATGM157/2016U AT15567U1 (de) 2016-06-30 2016-06-30 Verbindung zweier Holzbalken

Publications (2)

Publication Number Publication Date
EP3263788A1 EP3263788A1 (fr) 2018-01-03
EP3263788B1 true EP3263788B1 (fr) 2022-04-27

Family

ID=60450390

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17001082.1A Active EP3263788B1 (fr) 2016-06-30 2017-06-26 Liaison de deux poutres en bois

Country Status (3)

Country Link
EP (1) EP3263788B1 (fr)
AT (1) AT15567U1 (fr)
PL (1) PL3263788T3 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853738A (zh) * 2019-01-25 2019-06-07 彭增鑫 一种木构件的连接方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4280686A (en) * 1979-10-25 1981-07-28 Wack David T Rail end mounting bracket

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29610381U1 (de) * 1996-06-13 1996-09-05 Bulldog Simpson Gmbh Verbinder zum stirnseitigen Anschluß eines Balkens an ein Bauteil
AT512288B8 (de) * 2011-12-13 2013-11-15 Wiehag Holding Gmbh Vorrichtung und verfahren zum verbinden von bauteilen

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4280686A (en) * 1979-10-25 1981-07-28 Wack David T Rail end mounting bracket

Also Published As

Publication number Publication date
EP3263788A1 (fr) 2018-01-03
PL3263788T3 (pl) 2022-09-12
AT15567U1 (de) 2018-01-15

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