EP1736606B1 - Assemblage rigide ou articulée et enfichable pour éléments de construction - Google Patents

Assemblage rigide ou articulée et enfichable pour éléments de construction Download PDF

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Publication number
EP1736606B1
EP1736606B1 EP05405435A EP05405435A EP1736606B1 EP 1736606 B1 EP1736606 B1 EP 1736606B1 EP 05405435 A EP05405435 A EP 05405435A EP 05405435 A EP05405435 A EP 05405435A EP 1736606 B1 EP1736606 B1 EP 1736606B1
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EP
European Patent Office
Prior art keywords
support structure
junction
parts
connection according
connection
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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
EP05405435A
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German (de)
English (en)
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EP1736606A1 (fr
Inventor
Ernst Gehri
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.)
Neue Holzbau AG Lungern
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Neue Holzbau AG Lungern
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Publication of EP1736606A1 publication Critical patent/EP1736606A1/fr
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Classifications

    • 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
    • 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
    • E04B2001/2616—Hinged connections of wooden members
    • 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
    • E04B2001/2664—Connections specially adapted therefor using a removable key

Definitions

  • the invention relates to a connection for structural elements according to the preamble of claim 1 or 13.
  • Such compounds are known in timber construction, for example as connections of straight and curved beams but also as corner joints of frame structures and as a cross connection of beams and columns, for example in floor frames.
  • the invention has for its object to provide a plug-in connection of the type mentioned, which is particularly suitable for bumps with great strength and rigidity in carriers, with the even higher forces (efficiency up to 1.0 from the gross cross section) are receivable and still inexpensive to produce and can be mounted.
  • the object is achieved in a generic connection according to claim 1 or 13.
  • the inventive compound can be prepared for very different connection arrangements, for example, corner joints, intersections and joints equally with a very high strength and rigidity.
  • the form-fitting in the structures glued anchor rods can be correspondingly perpendicular or inclined to the connection parts, so that all forces can be optimally absorbed in all cases.
  • the compound is also aesthetically advantageous because it is inconspicuous, which is essential, for example, in visible wooden structures.
  • the structural elements can be completely manufactured with the connection parts and the anchor rods in the factory. The assembly can be done very easily and quickly and in any weather.
  • the compound is particularly suitable for structural elements, such as support beams made of wood, but in principle, a connection of structures made of other materials such as concrete is possible.
  • a particularly high strength and rigidity results from the fact that the two connecting parts are formed as strips and put together with groove and comb.
  • the locking of the two connecting parts is then particularly simple and stable as well as solvable, if in this case bolts are used, which are transverse to the longitudinal direction of the anchor rods are inserted into the connection parts.
  • bolts are used, which are transverse to the longitudinal direction of the anchor rods are inserted into the connection parts.
  • These bolts preferably run in the connection plane and are barely visible on the outside.
  • the connecting parts have corresponding holes.
  • the structural elements have recesses for the abovementioned bolts on the contacting surfaces.
  • the structural elements have at least two mutually spaced, arranged connecting members each having a first and a second connecting part and that these two connecting members are firmly connected to each other with at least one pulling or pressing element.
  • the tension or pressure element is preferably designed as a rod. In particular, it is recessed in a groove and runs parallel to the connection plane.
  • the tension or pressure element can be welded to the connection parts, for example.
  • the connecting rods and the corresponding connecting parts then form a unit.
  • the inventive compound is formed according to an embodiment of the invention as a rotary joint.
  • the two connecting parts are designed as half shells. Between the half-shells an axle is mounted, which is pivotally connected to the two connecting parts.
  • the cylindrical shells are positively connected with glued-in anchor rods (tensile and pressure resistant) to the structural element.
  • the connection is made according to an embodiment of the invention with two rings which engage around the two half-shells and the axle.
  • Such a hinge connection can be made comparatively easily and is characterized by a high strength and rigidity and in particular flexural rigidity.
  • the invention relates to articulated, pressure and tension-resistant connections between the structural elements.
  • the FIG. 1 shows a support 1, for example a beam of a supporting structure, which has a first structural element 2 and a second structural element 3, which with the in FIG. 2 connecting device 4 shown rigidly connected to each other.
  • the two structural elements are, for example glulam elements, but can also be other wood elements or even concrete elements, for example.
  • the connection between the two structural elements 2 and 3 is pluggable, ie the connection can be prepared in the factory.
  • the two structural elements 2 and 3 are put together on site, which can be done quickly and easily.
  • connecting device 4 has a first connecting member 43 and a second connecting member 44, which are fixedly connected to each other with two pulling or pressing elements 15.
  • the two connecting members 43 and 44 each have a first connection part 8 and a second connection part 9.
  • the two connection parts 8 are also connected to one of the two tension or pressure elements 15 and the other two connection parts 9 with one of the tension or pressure elements 15.
  • the two connection parts 8 and 9 are each plugged together, wherein the connection parts 8 each have a groove 22 and the connection parts 9 have a corresponding comb 23. With transverse bolts 5, the connecting parts 8 and 9 are respectively locked together.
  • the FIG. 13 shows holes 41 in the comb 23 of the connecting part 9, through which the bolts 5 are inserted therethrough. Corresponding holes are provided in the connection parts 8.
  • the connecting parts 8 and 9 are each inserted into a groove 46 and 47 of the adjacent surfaces of the structural elements 2 and 3. These grooves 46 and 47 are L Lucassfräsungen along the end faces.
  • the two structural elements 2 and 3 are held together with two connecting devices 4.
  • a design is conceivable in which only one Connecting device 4 or more than two connecting devices 4 are provided. Since the connecting parts 8 and 9 are countersunk in grooves 46 and 47, as mentioned, the end faces of the connecting members 43 and 44 and the outer sides of the bolts 5 are visible on the carrier 1 only on the narrow sides. In both cases, here are also covers, for example, with wood inserts conceivable, so that the connecting devices 4 are not visible on the outside.
  • anchor rods 6 and 7 are provided, which are glued into corresponding holes in the structural elements 2 and 3 fixed and in particular fixed in shape.
  • the anchor rods 6 and 7 are in particular circular cylindrical grooved steel rods, which are each firmly connected at one end to a connecting part 8 and 9 respectively.
  • the connection can be for example a welded or screwed connection.
  • Anchor rods 7 each have a constriction 10, this constriction causes a ductile behavior of the connection.
  • the anchor rods 6 and 7 have for anchoring on the outside, for example, not shown circumferential grooves.
  • the glue used here is for example an epoxy resin or another suitable glue.
  • the connecting parts 8 and 9 are preferably designed as steel strips, which are as shown substantially longer than wide or high.
  • the two connecting members 43 and 44 are anchored to the tension or compression rods 15 in the transverse direction to the carrier 1 and with the anchor rods 6 and 7 fixed in the structural elements 2 and 3.
  • the compound is therefore particularly suitable, for example, for very long support beams, which are composed of two or more structural elements 2 and 3.
  • FIG. 3 shows a carrier 11, in which two structural elements 12 and 13 are firmly connected to each other via a corner.
  • the corner is right-angled here, but in principle other angles are also conceivable here.
  • the connection is made with two in FIG. 4 shown connecting devices 14 which extend parallel to each other in the connecting plane.
  • the connecting devices 14 are basically constructed as shown in FIG Figures 1 and 2 explained above.
  • the anchor rods 6 and 7 here extend inclined to the longitudinal directions of the connecting parts 8 'and 9'.
  • the anchor rods 6 and 7 can also be fanned, the force can be anchored accordingly in the structural element.
  • the tie rods 7 are claimed to train and each have a constriction 10. In the claimed on pressure anchor rods 6 such a constriction 10 is not provided. As can be seen, four anchor rods 7 and six anchor rods 6 are arranged in the pressure range. In addition, four bolts are arranged in the tension area and six bolts 5 in the pressure area. By this different number of anchor rods 6 and 7 and the bolt 5, the expected corresponding forces in the different zones can be optimally met.
  • the tension or pressure elements 15 must take over the differential forces and shear forces. The tension or pressure elements 15 are firmly anchored to the structural elements 12 and 13. This simultaneously prevents swelling or shrinkage in the area of the connection.
  • FIG. 5 shows a T-shaped support 16 with a horizontally extending structural element 17 and a vertically extending structural element 18.
  • the connection is made with one or more of in FIG. 6
  • This connecting device 19 has a connecting part 20 and a connecting part 21 which, as explained above, are connected to one another by transverse bolts 5.
  • the connecting part 20 is firmly connected with two upwardly projecting anchor rods 6 and the connecting part 21 with two downwardly projecting anchor rods 6.
  • the anchor rods 6 are firmly glued in the structural element 17 and the downwardly projecting anchor rods 6 are glued in the structural element 18.
  • the connection is loaded under pressure, but can also absorb tensile forces.
  • FIG. 7 shows a cross-shaped support 24 with two vertically extending structural elements 25 and 27 and with a horizontally extending support member 26. These structural elements 25, 26 and 27 are connected to the three in FIG. 9 shown connecting devices 29 connected to each other. This has two upper connecting parts 20 and 21, which the two structural elements 25 and 26 with each other connect.
  • the two upwardly directed anchor rods 6 are glued.
  • middle anchor rods 6 ' are glued, which extend from top to bottom through the supporting element 26.
  • the connection between the structural element 26 and the structural element 27 takes place with lower connection parts 20 'and 21'.
  • connection part 20 ' is fixedly connected to the anchor rods 6', while the connection part 21 'is connected to downwardly projecting anchor rods 6 "which are glued into the support element 27.
  • the support 24 thus has a first connection between the structural elements 25 and 26 This results in a particularly stiff and firm connection, with which large transverse forces are transmitted directly to the supporting structure element 27 via the anchor rods through the supporting element 26. Sources and shrinkage, in particular in the area of the structural element Structural element 26 is therefore prevented, in which case swelling and shrinkage is prevented in particular by anchor rods 29, which extend over the entire height of structural element 26.
  • the direction of the tie rods 6 and 7 with respect to the longitudinal direction of the connecting parts 8 and 9 or 20 and 21 can be optimally adapted to the design and direction of the structural elements.
  • these anchor rods 6 and 7 lie in the plane of the two connecting parts 8 and 9 or 20 and 21.
  • FIG. 8 shows a connecting device 28, in which downwardly projecting tie rods 6 parallel to each other and upwardly directed tie rods 6 'extend fan-like.
  • FIG. 10 shows a connecting device 30, in which the connecting part 9 with an anchor rod 6 and the connecting part 8 with two anchor rods 6 are connected.
  • the connection part 9 is connected to a tension element 15, which may be connected to a further connection part 9, not shown here.
  • FIG. 11 shows a carrier 31, in which a supporting element 32 is pivotally connected to a second structural element 33.
  • a connecting device 34 has a connection part 36 and a connection part 37, which are formed as half-shells and between which an axle 35 is mounted.
  • the two connecting parts 36 and 37 each have at each end a laterally and upwardly open recess 38, in each according to Fig. 12a a ring 39 is inserted.
  • the two rings 39 hold the two connecting parts 36 and 37 together, so that they can move limited on the axle 35 in the circumferential direction.
  • the Fig. 12b shows the two rings 39 before placing on the connecting parts 36 and 37. If the two rings 39 are placed, they can with the in FIG.
  • the two connecting parts 36 and 37 are each firmly connected to the structural element 32 or 33, as explained above, with one or more glued-in anchor rods 6.
  • the double arrows 48 indicate in which directions the two structural elements 32 and 33 are pivotable about the axis of the axle pin 35.
  • the maximum pivot angle is determined here in particular by the formation of the two connecting parts 36 and 37 and may be different.
  • FIG. 13 shows a structural element 49 prior to assembly.
  • three connecting parts 9 are attached on the structural element 49.
  • Front side protrudes as shown in each case before the comb 23.
  • This has a plurality of holes 41 for receiving the bolts 5, not shown here.
  • These bolts 5 are inserted through all three ridges 23.
  • these bolts 5 can be inserted into said holes 41, 49 corresponding recesses 42 are incorporated into the structural element.
  • Corresponding recesses are also provided in the case of the further structural element not shown here.
  • the connection parts 9 are, as explained above, respectively inserted into a groove 47 in such a way that only the comb 23 projects beyond the end face of the support element element 49.
  • connection is preferably releasable by the bolts 5 are knocked out again. By inserting the bolt 5, the compound can then be joined together again.
  • FIG. 14 shows a view of the anchor rod 7, which has a constriction 10 for reasons of ductility as mentioned above.
  • this has over its entire length grooves 51 or similar depressions.
  • a mounting slot 50 is provided for mounting at a front end.
  • FIG. 15 an anchor rod 6, which also has a mounting slot 50 and which is also provided over its entire length with grooves 51.
  • Both the anchor rod 6 and the anchor rod 7 are preferably formed circular cylindrical.
  • FIGS. 16 and 17 Further possible carriers 54 and 55 are in the FIGS. 16 and 17 ,

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Flanged Joints, Insulating Joints, And Other Joints (AREA)

Claims (14)

  1. Assemblage rigide et enfichable pour des éléments de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49), avec une première pièce de raccordement (20), qui peut être assemblée à un premier élément de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49) au moyen d'au moins une première pièce d'assemblage (6, 7) et avec une deuxième pièce de raccordement (9, 21), qui peut être assemblée à l'autre élément de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49) au moyen d'au moins une deuxième pièce d'assemblage (6, 7), dans lequel les deux pièces de raccordement (8, 9; 20, 21) s'emboîtent l'une dans l'autre et sont assemblées l'une à l'autre avec au moins une pièce de couplage (5), caractérisé en ce que lesdites deux pièces d'assemblage (6, 7) sont des barres d'ancrage (6, 7) pouvant être collées en forme fixe chaque fois dans un perçage dans les éléments de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49), lesquelles sont assemblées de façon fixe respectivement à une des deux pièces de raccordement (8, 9; 20, 21) et en ce que les deux pièces de raccordement (8, 9; 20, 21) sont des barreaux, qui sont verrouillés l'un à l'autre par assemblage à rainure (22) et tenon (23).
  2. Assemblage selon la revendication 1, caractérisé en ce que les deux pièces d'assemblage (8, 9; 20, 21) peuvent chacune être insérées dans une rainure (46, 47) d'un élément de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49).
  3. Assemblage selon la revendication 1 ou 2, caractérisé en ce que les deux pièces d'assemblage (8, 9; 20, 21) peuvent être assemblées l'une à l'autre de façon séparable au moyen de boulons (5), dans lequel les boulons (5) peuvent être insérés, transversalement à la direction longitudinale des barres d'ancrage (6, 7), à travers des évidements (42) sur des faces qui se touchent des éléments de construction à assembler (2, 3; 12, 13; 17, 18; 25, 26, 27; 49).
  4. Assemblage selon la revendication 3, caractérisé en ce que les deux pièces d'assemblage (8, 9; 20, 21) présentent chaque fois des perçages (49, 45) destinés à recevoir les boulons (5) s'étendant transversalement.
  5. Assemblage selon l'une quelconque des revendications 1 à 4, caractérisé en ce qu'il est prévu pour des éléments de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49) en bois ou en béton.
  6. Assemblage selon l'une quelconque des revendications 1 à 5, caractérisé en ce qu'il présente au moins deux organes d'assemblage (43, 44) disposés à distance l'un de l'autre, qui comprennent chacun une première pièce de raccordement (8, 20) et une deuxième pièce de raccordement (9, 21), qui sont assemblées solidement l'une à l'autre au moyen d'au moins un élément de traction (15).
  7. Assemblage selon la revendication 6, caractérisé en ce que l'élément de traction (15) se présente sous la forme d'une barre.
  8. Assemblage selon la revendication 6 ou 7, caractérisé en ce que l'élément de traction (15) est disposé profondément dans une rainure (22, 46, 47) d'un élément de construction correspondant (2, 3; 12, 13; 17, 18; 25, 26, 27; 49).
  9. Assemblage selon l'une quelconque des revendications 6 à 8, caractérisé en ce que l'élément de traction comprend deux barres (15) s'étendant parallèlement l'une à l'autre, qui sont solidement assemblées chacune par une extrémité à une pièce de raccordement (8, 9; 20, 21).
  10. Assemblage selon l'une quelconque des revendications 1 à 6 et deux éléments de construction assemblés au moyen de celui-ci, caractérisé en ce que les éléments de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49) font partie d'une poutre maîtresse.
  11. Assemblage selon l'une quelconque des revendications 1 à 5 et deux éléments de construction assemblés au moyen de celui-ci, caractérisé en ce que les deux éléments de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49) assemblés l'un à l'autre sont appliqués bout à bout l'un contre l'autre en un point d'assemblage et en ce que les barres d'ancrage (6, 7) ainsi que les deux pièces de raccordement (8, 9; 20, 21) sont disposées en profondeur, d'une façon sensiblement invisible de l'extérieur, dans les faces frontales des éléments de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49).
  12. Assemblage selon l'une quelconque des revendications 1 à 7 et deux éléments de construction assemblés au moyen de celui-ci, caractérisé en ce que les éléments de construction (2, 3; 12, 13; 17, 18; 25, 26, 27; 49) sont assemblés l'un à l'autre en ligne droite, à angle droit, en forme de croix ou en forme de T.
  13. Assemblage articulé et enfichable pour des éléments de construction (32, 33), avec une première pièce de raccordement (36), qui peut être assemblée à un premier élément de construction (32) au moyen d'au moins une première pièce d'assemblage (6) et avec une deuxième pièce de raccordement (37), qui peut être assemblée à l'autre élément de construction (33) au moyen d'au moins une deuxième pièce d'assemblage (6), dans lequel les deux pièces de raccordement (36, 37) sont assemblées l'une à l'autre avec au moins une pièce de couplage (39), caractérisé en ce que lesdites deux pièces d'assemblage (6) sont des barres d'ancrage (6) pouvant être collées en forme fixe chaque fois dans un perçage dans les éléments de construction (32, 33), lesquelles sont assemblées de façon fixe respectivement à une des deux pièces de raccordement (36, 37) et en ce que les deux pièces de raccordement (8, 9; 20, 21) se présentent respectivement sous la forme de coquilles (36, 37) formant une articulation, entre lesquelles un boulon d'articulation (35) est placé.
  14. Assemblage selon la revendication 13, caractérisé en ce que les deux pièces de raccordement (36, 37) sont assemblées l'une à l'autre au moyen d'au moins une bague (39).
EP05405435A 2005-06-23 2005-07-13 Assemblage rigide ou articulée et enfichable pour éléments de construction Active EP1736606B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH10662005 2005-06-23

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EP1736606A1 EP1736606A1 (fr) 2006-12-27
EP1736606B1 true EP1736606B1 (fr) 2010-04-21

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AT (1) ATE465305T1 (fr)
DE (1) DE502005009457D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022207346A1 (fr) 2021-03-29 2022-10-06 Neue Holzbau Ag Lungern Ensemble de liaison pour relier deux composants dans le domaine de la construction

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011110918B4 (de) 2011-08-18 2018-12-27 B & O Stammhaus GmbH & Co. KG Gebäudeaufbau mit Wandaufbau für tragende Wände im mehrgeschossigen Gebäude und Verfahren zur Herstellung eines Gebäudeaufbaus
EP3211146B1 (fr) 2016-02-25 2020-05-20 Neue Holzbau AG Lungern Systeme de liaison pour une construction en bois
AT519093B1 (de) * 2016-09-30 2018-04-15 Univ Wien Tech Verbindungsvorrichtung zur Verbindung von dünnwandigen Fertigteilen und damit ausgestattete Fertigteile
GB202209938D0 (en) * 2022-07-06 2022-08-17 Norwegian Univ Sci & Tech Ntnu A connection for timber members

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3585771A (en) * 1969-05-19 1971-06-22 Stewart George Pinniger Connecting precast concrete structural members
DE3046790C2 (de) * 1980-12-12 1982-11-11 Streif AG, 5461 Vettelschoß Verbindung von Trägern mit einer durchgehenden Stütze und Verfahren zum Herstellen einer derartigen Verbindung
CH673305A5 (en) * 1986-05-02 1990-02-28 Emil Roth & Co Ag Filling bars for jointed frame trusses - with holding elements fixed by specified plastic adhesive
US5660492A (en) * 1993-12-18 1997-08-26 Bathon; Leander Coupling for wood structural members
DE19958793C1 (de) * 1999-12-07 2001-08-30 Karl Tadge Wandelemente Gmbh Wandelement aus Stein oder Beton für ein Gebäude
DE10149537B4 (de) 2001-10-08 2005-09-22 Heidemann Modular Space Systems Ltd. Verbindungseinrichtung für eine Holz-Pfosten-Riegel-Verbindung
DE20317488U1 (de) * 2003-11-13 2004-03-11 Bohrenkämper, Gustav Holzverbinder

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2022207346A1 (fr) 2021-03-29 2022-10-06 Neue Holzbau Ag Lungern Ensemble de liaison pour relier deux composants dans le domaine de la construction

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ATE465305T1 (de) 2010-05-15
EP1736606A1 (fr) 2006-12-27
DE502005009457D1 (de) 2010-06-02

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