EP1319765A2 - Connections de poutres et poteaux formés de madriers ou de lattes en bois pour l'assemblage d'éléments de murs - Google Patents

Connections de poutres et poteaux formés de madriers ou de lattes en bois pour l'assemblage d'éléments de murs Download PDF

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Publication number
EP1319765A2
EP1319765A2 EP02026746A EP02026746A EP1319765A2 EP 1319765 A2 EP1319765 A2 EP 1319765A2 EP 02026746 A EP02026746 A EP 02026746A EP 02026746 A EP02026746 A EP 02026746A EP 1319765 A2 EP1319765 A2 EP 1319765A2
Authority
EP
European Patent Office
Prior art keywords
screws
connection according
transom
post
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.)
Withdrawn
Application number
EP02026746A
Other languages
German (de)
English (en)
Other versions
EP1319765A3 (fr
Inventor
Dieter Guttendörfer
Alex 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 EP1319765A2 publication Critical patent/EP1319765A2/fr
Publication of EP1319765A3 publication Critical patent/EP1319765A3/fr
Withdrawn legal-status Critical Current

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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

Definitions

  • the invention relates to a connection of wooden beams or slats and posts Bars to form wall elements.
  • the present invention has therefore set itself the task of connecting the input to create the type mentioned which is optimal and regulated, that is to say predictable Power transmission enables.
  • this is achieved by engaging in a post and a transom, screws screwed in at an acute angle to a surface of the transom and the post, and the Joint of crossbars and mullions used, at least approximately parallel to Longitudinally aligned bar-like dowels.
  • Such screws can pull and / or necessary for power transmission Take up pressure loads, whereby the additionally provided dowels only the Function of the anti-rotation lock of the bolt.
  • the use of screws is one fast and, above all, effective and predictable connection possible with the on the No glue or other glue is used at the joint between the transom and the post can be.
  • Another advantage is of course that a wall made in this way also can be dismantled again by simply loosening the screws.
  • the screws extend from a substantially vertical one Boundary surface of the bolt are screwed in starting. This also makes it easy Installation possible because a screwdriver intended for this purpose can be operated in the horizontal direction can.
  • connection Especially with a connection according to the invention, they can still be applied subsequently Cladding elements, such as panels, panels or the like. without hindrance from the connection itself to be assembled.
  • Cladding elements such as panels, panels or the like.
  • a post adjoins on both sides at the same height Lock the screws in two horizontal planes running parallel to each other are. It can be avoided that the tips of the screws in the post on each other to meet. But there is also the risk of damage or splitting of the post or the latch also turned off.
  • Another variant provides that more than one screw each in parallel to each other aligned levels is provided for fastening a transom to a post, this Screws are arranged in mutually parallel planes.
  • Such Arrangements are walls exposed to special loads, for example especially useful outside walls. In the case of two screws, this could in itself already result an anti-rotation device for the bolts is created.
  • the rod-like dowels are used, because this also means a for the screwing process Template protection between the mullion and transom is created without being special Must have auxiliary tools at hand.
  • the screws are with those Boundary surface on which the screws are screwed in, an angle of approximately 45 ° lock in.
  • the screws can therefore with a correspondingly large distance from the ends of the Bars are used.
  • connection according to the invention it is advantageous if the Dowels in holes on the face of the transom and on the assigned vertical Boundary surfaces of the posts are inserted loosely. So there is no glue connection needed, because Posts and transoms held together or even by one or more screws be pressed together.
  • dowels there are different versions for the dowels to be used. Wooden dowels, Metal or plastic can be used. Of course, other people can do the same Materials or specially designed dowels can be provided as an additional bracket.
  • An advantageous measure is also that the screws when connecting for The mullion-transom constructions provided on the outside walls are from the outside Boundary surface of the bolts are screwed in. Even if this mullion-transom construction a glass facade is attached, the type of mutual attachment of transoms cannot immediately and posts can be seen. This is particularly useful because often the inside such an outer wall designed as a mullion-transom construction without a cladding remains visible.
  • screws with a continuous thread or to the length of the shaft can be used with two thread sections in the area of the screw tip and in the area of the tool attack the screw. It is only necessary to ensure that there is sufficient intervention the thread is given both in the transom and in the post.
  • a variant which is advantageous in this context is seen in the fact that the two Thread sections of the screw in the area of the screw tip and in the area of the Tool attack have different thread pitch. This makes it possible that when the screw is screwed in, the transom is still pressed against the post, so that a certain preload can be achieved.
  • Another embodiment variant results from the training that at the joint of Transom and mullion a sealing element is used. This can create an inner sealing level be created, which also allow moisture penetration to the front of the latch prevented. Since moisture cannot penetrate this joint, it is Area protected in a special way against putrefaction.
  • the sealing element in the form of a plate or tape is trained. This makes it easy to attach even before assembling posts and Latch possible.
  • Another variant arises when a sealing element and a Distance insert are provided. This ensures that the sealing element is not is pressed too tightly, so that the sealing element does not exceed the elastic limit is squeezed out. There is always a constant freedom for that Sealing element is present, even if the transom is firmly attached to the post after the screws have been inserted is used or pressed.
  • the spacer insert is flat or is designed like a web and at least towards the edge of the end face of the bolt Sealing element is covered.
  • the spacer insert is flat or is designed like a web and at least towards the edge of the end face of the bolt Sealing element is covered.
  • Screws 4 screwed in at an acute angle to a surface 3 of the transom 2 and the post 1 used. At least in the area of the joint 5 between transom 2 and post 1 Aligned approximately parallel to the longitudinal extent of the bars 2, rod-like dowels 6.
  • the screws 4 are from the substantially vertical boundary surface 3 of the Bolt 2 screwed in starting.
  • the screws 4 can have a relatively small head 7 with a tool grip 8 these are screwed in sunk relative to the boundary surface 3 of the bolt 2.
  • the attachment itself is therefore not for the subsequent application of cladding or glass elements obstructing the way and also the attachment is not visible from the outside.
  • the screws 4 can therefore also be used in a simple manner, especially when connecting external walls provided mullion-transom constructions from the outer boundary surface 3 of the Bolt 2 are screwed in.
  • the screws 4 are used in two mutually parallel horizontal planes 9 and 10 (see Fig. 1 and 2). If more than one screw 4 each in parallel aligned planes Attachment of a bolt 2 to a post 1 is provided, then these screws 4 in be arranged at a distance from one another in parallel planes.
  • screws 4 can also be used in the same screws 4 assigned to a bolt 2 Level, but the screws assigned to the two bolts 2 are again in two Levels 9 and 10 which are offset from one another can be arranged, as can be seen in FIG can be.
  • the screws 4 close with the boundary surface 3 on which the screws 4 be screwed in, an angle W of approximately 45 °.
  • the different bars 2 assigned screws 4 therefore close an angle of 90 ° when viewed in plan view with each other.
  • the dowels 6 can loosely in bores on the end face of the bolt 2 and on the assigned vertical boundary surfaces 11, 12 of the posts 1 are inserted. An adhesive, in particular a glue connection is no longer necessary.
  • the screws 4 are with continuous thread on the length of the shaft or with each a threaded section 14 in the area of the screw tip and a threaded section 13 in Provided area of the tool attack 8. Then if the two threaded sections 13 and 14 the screw have a different thread pitch, then there is an additional one To achieve compression of transoms 2 and posts 1 when screwing in.
  • a sealing element 20 is used.
  • This Sealing element 20 can be plate-shaped or band-shaped. Within the scope of the invention but it is also possible to use a liquid or foam-like agent as a sealing element provided. The thickness of the sealing element 20 can vary according to the requirements become.
  • a sealing element 20 and a are at the joint 5 Distance insert 18 is provided.
  • the use of the sealing element 20 is also without one Distance insert possible, but there are additional advantages when using a distance insert.
  • the spacer insert 18 can be adapted to the desired thickness of the sealing element 20 done in the compressed state.
  • the construction and arrangement of the spacer insert 18 is particularly effective if this directly on the end face of the bolt 2 and on the associated boundary surface 11 of the Post 1 is supported. Pre-assembly in particular is very easy to carry out. If for example, in the spacer insert 18, the corresponding holes for inserting the rod-like dowels 6 are present, there is a captive pre-assembly, the Distance insert can not move even when screwing in the screws.
  • the spacer insert 18 is expedient plate-like or web-like. It then at least towards the edge of the end face of the latch 2 a bridging of the joint by the sealing element 20 is present. Especially in that The area in which water or even moisture could penetrate is therefore optimal protected.
  • the measures according to the invention have a number of advantages.
  • the Attachment is therefore not after attaching the cladding elements, such as glass parts, plates, etc. to see more.
  • a mullion-transom construction can be produced, in which the connection under Preload occurs and, above all, can be calculated accordingly. Nevertheless are also additional variants left open to additionally seal the joints between To effect posts and transoms.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP02026746A 2001-12-13 2002-12-02 Connections de poutres et poteaux formés de madriers ou de lattes en bois pour l'assemblage d'éléments de murs Withdrawn EP1319765A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20120208U 2001-12-13
DE20120208U DE20120208U1 (de) 2001-12-13 2001-12-13 Verbindung von aus Holzbalken oder -Latten bestehenden Pfosten und Riegeln zur Bildung von Wandelementen

Publications (2)

Publication Number Publication Date
EP1319765A2 true EP1319765A2 (fr) 2003-06-18
EP1319765A3 EP1319765A3 (fr) 2004-05-26

Family

ID=7965131

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02026746A Withdrawn EP1319765A3 (fr) 2001-12-13 2002-12-02 Connections de poutres et poteaux formés de madriers ou de lattes en bois pour l'assemblage d'éléments de murs

Country Status (2)

Country Link
EP (1) EP1319765A3 (fr)
DE (1) DE20120208U1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2133481A3 (fr) * 2008-06-11 2011-11-09 Heinz Wieland Liaison de deux poutres en bois

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202006016481U1 (de) * 2006-04-18 2007-08-30 Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co. Kg Trägerverbundsystem
ITBO20130125U1 (it) * 2013-10-31 2015-05-01 Iterby Project S R L Kit per l'assemblaggio di mobili, e mobile cosi' ottenuto
DE102020114613A1 (de) * 2020-06-02 2021-12-02 Fischerwerke Gmbh & Co. Kg Verfahren zu einer Prüfung einer Berührung zweier in Holz geschraubter, elektrisch leitender Schrauben und Handschraubmaschine zur Durchführung des Verfahrens

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR865513A (fr) 1940-05-09 1941-05-26 Assemblage de bois
DE706759C (de) 1937-06-16 1941-06-05 Samuel Voss Holzverbindung durch metallene Schrauben

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2617081B1 (fr) * 1987-06-29 1992-04-24 Guy Perron Assemblage de pieces de bois et son procede de realisation
DE3838220A1 (de) * 1988-11-11 1990-05-31 Erbsloeh Julius & August Knotenverbinder
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
DE20007221U1 (de) * 2000-04-19 2000-07-27 Hoffmann GmbH, 76646 Bruchsal Stossverbindung von Rahmenteilen, insbesondere Pfosten-Riegelverbindung

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE706759C (de) 1937-06-16 1941-06-05 Samuel Voss Holzverbindung durch metallene Schrauben
FR865513A (fr) 1940-05-09 1941-05-26 Assemblage de bois

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2133481A3 (fr) * 2008-06-11 2011-11-09 Heinz Wieland Liaison de deux poutres en bois

Also Published As

Publication number Publication date
DE20120208U1 (de) 2003-04-24
EP1319765A3 (fr) 2004-05-26

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