EP3568535B1 - Holzkonstruktionen mit verbindungssystem - Google Patents

Holzkonstruktionen mit verbindungssystem Download PDF

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Publication number
EP3568535B1
EP3568535B1 EP18700280.3A EP18700280A EP3568535B1 EP 3568535 B1 EP3568535 B1 EP 3568535B1 EP 18700280 A EP18700280 A EP 18700280A EP 3568535 B1 EP3568535 B1 EP 3568535B1
Authority
EP
European Patent Office
Prior art keywords
bores
wooden construction
connection system
plate
connector
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
EP18700280.3A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP3568535A1 (de
Inventor
Thomas SCHRENTEWEIN
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.)
Rotho Blaas SRL
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Rotho Blaas SRL
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Publication date
Application filed by Rotho Blaas SRL filed Critical Rotho Blaas SRL
Publication of EP3568535A1 publication Critical patent/EP3568535A1/de
Application granted granted Critical
Publication of EP3568535B1 publication Critical patent/EP3568535B1/de
Active 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
    • E04B1/2608—Connectors made from folded sheet metal
    • 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 present invention relates to wooden constructions with a first wooden construction part and a second wooden construction part and a connection system.
  • Patent EP 2 093 336 A2 design: Angle bracket for fastening a first construction element to a second element and method for producing an angle bracket
  • a connector in the form of an elbow with lateral reinforcements is known, suitable to prevent deformation in the event of a stress parallel to the buckling (shear in the plane) in order to connect wooden components.
  • JH H06 49901 describes a connection plate which is inserted into a seat (recess). From JH H06 49901 a screw is known which is inclined and connects the plate with the wooden element.
  • JH H09 41523 A describes a connection plate which connects two components and has several screws for connection.
  • the connector described above when used in a wood-wood connection (e.g. wall-ceiling) when subjected to the stresses resulting from the pull (holddown) force, requires that the solid wood walls of the upper floor be of the same thickness as those of the lower floor.
  • the known technique always envisages the use of different types of reinforcement, also optimizing the strength of the elbow itself.
  • the reinforcements are necessary to ensure strength, but involve significant manufacturing costs and can also require more space for the connector.
  • the object of the present invention is to eliminate the disadvantages of the known technology.
  • the present invention aims to provide a connector for wooden structures of the type described above, which makes it possible to use a single device for the different stresses (tension and shear in the plane).
  • Another object of the present invention is to increase significantly the strength and the rigidity of the connection system for very high stresses, such as those deriving from earthquakes or wind gusts.
  • the invention proposes a wooden construction with a connection system in the form of a metal bracket with a special design of the holes for the fastening parts with cylindrical shank or nails and fully threaded screws in accordance with claim 1.
  • connection system with a connection piece for wooden structures, which consists of a first metal plate, preferably made of steel.
  • the thickness of the plate preferably varies between 3 mm and 6 mm, particularly advantageously at 4 mm.
  • the plate is essentially bent at 90° to form an elbow.
  • On the vertical side of the connector plate is a series of diameter holes between 4 mm and 6 mm, preferably 5 mm, while on the horizontal side a first row of bores with a diameter d between 4 mm and 6 mm, preferably 5 mm, is provided.
  • Smooth or serrated nails or screws or similar are provided for the first smaller diameter holes, while fully threaded screws are provided for the larger diameter second holes, forming an angle of between 60° and 85°, preferably 75°, with respect to the horizontal plane.
  • the positioning of the fully threaded screws has a surprising effect and stiffens the entire connection, ensuring greater strength.
  • the connecting piece can be used both for stresses perpendicular (tension) and for those parallel (shear) to the buckling, and in this respect it is particularly good for advanced calculations of structures that takes these multiple stresses into account.
  • the connector in the form of a metal bracket, does not require any further reinforcement between the two flanges, since in the whole of the connection of wooden parts, the fully threaded screws prevent the deformation due to the stresses parallel to the buckling.
  • the connector offers the possibility of inserting a significant number of nails in order to meet the strength and rigidity requirements imposed by the very high stresses caused by earthquakes or wind.
  • the connector has a limited height extension, having the advantage of not protruding from the underground pack.
  • the proposed connector is optimized for house structures made of solid wood with the "crosslam" type (XLAM, CLT) and offers a simplification of the assembly of the wooden structure.
  • the connecting piece 1 consists of a metal plate 5, preferably made of steel, with a thickness preferably between 3 mm and 6 mm, particularly preferably 4 mm, which is bent at right angles substantially by 90° ⁇ 5 to form an angle.
  • the plate 5 is divided into a vertical plate part 3 and a horizontal plate part 4 by the kink.
  • a row of first bores 8 with a diameter d between preferably 4 mm and 6 mm are provided on the vertical plate part 3 of the connecting piece, while on the horizontal plate part 35 bores 8 with a diameter d between 4 mm and 6 mm are particularly preferred, for example in one embodiment 5 mm are provided.
  • Smooth or grooved nails or the like are provided for the first holes 8 with a diameter d, while for the holes 7 with a diameter n fully threaded screws 9 are provided which form an angle a of between 60° and 85° with respect to the horizontal plane.
  • FIG 3 is the distance between the holes 8 from the upper edge b and that b between the holes themselves, which can be 10 mm, for example.
  • the distance between the holes 8 and the lower edge c is 60 mm, for example.
  • the distance between the holes 8 from the left and right edges is a, preferably 11 mm.
  • the bores 8 in the vertical direction are preferably offset at a distance f, advantageously by 5 mm.
  • the vertical rows of holes 8 are provided with an axial distance g advantageously of 19 mm.
  • the distance h between the holes 8 in the horizontal direction is preferably 38 mm.
  • FIG 4 shows in a preferred example the distance of the center of the bores 7 from the outer wall of the vertical plate part i, which in this case is about 13 mm.
  • the distance j between the bores 7 and the bores 8 is advantageously 20 mm.
  • the 8 row holes on the horizontal side of the connector are round Distance k advantageously offset by 5 mm.
  • the minimum distance between the rows of holes 8 can correspond to the distance l of 7 mm, for example.
  • the distance between the bores 8 and the wall facing away from the vertical side of the connecting piece m is advantageously at least or exactly 27 mm.
  • the distance p between the holes 7 in the horizontal direction is advantageously at least or exactly 55 mm.
  • the distance g of the holes 8 from the left edge is, for example, 14 mm, while this from the right edge s is, for example, 13 mm.
  • the vertical rows of holes 8 are offset in the horizontal direction by the distance r, for example 19 mm.
  • connection system implemented by a connection is formed by a connecting piece which connects a first wooden component 6 to a second wooden component.
  • the two wooden components form a substantially right angle.
  • the connector is fixed by a first series of fully threaded screws inserted in the holes 7 at an angle ⁇ between 60°-85°, advantageously around 75° formed by the screw and the plate in which the holes are located . These bores are arranged essentially adjacent to the bend at a distance of 25 mm, preferably 5 mm.
  • the connection is fixed in the holes 8 with a second row of nails and/or screws. This second screws/nails have a smaller diameter than the first set of fully threaded screws and are placed substantially perpendicularly in the holes opposite the first panel and in the two timber structures.
  • the fully threaded screws do not require a washer/ring to be interposed between the plate and its head.

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)
EP18700280.3A 2017-01-11 2018-01-10 Holzkonstruktionen mit verbindungssystem Active EP3568535B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT202017000002109U IT201700002109U1 (it) 2017-01-11 2017-01-11 Elemento di connessione per costruzioni in legno
PCT/EP2018/050527 WO2018130551A1 (de) 2017-01-11 2018-01-10 Verbindungssystem mit verbindungsstück für holzkonstruktionen

Publications (2)

Publication Number Publication Date
EP3568535A1 EP3568535A1 (de) 2019-11-20
EP3568535B1 true EP3568535B1 (de) 2023-07-05

Family

ID=60955058

Family Applications (1)

Application Number Title Priority Date Filing Date
EP18700280.3A Active EP3568535B1 (de) 2017-01-11 2018-01-10 Holzkonstruktionen mit verbindungssystem

Country Status (7)

Country Link
US (1) US10655320B2 (pl)
EP (1) EP3568535B1 (pl)
CA (1) CA3049483C (pl)
ES (1) ES2956734T3 (pl)
IT (1) IT201700002109U1 (pl)
PL (1) PL3568535T3 (pl)
WO (1) WO2018130551A1 (pl)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102019002620B4 (de) * 2019-04-10 2025-12-11 Markus Rensburg Verbindungssystem für Holz-, Holz-Beton - oder Metallkonstruktionen
US11525255B2 (en) * 2020-05-04 2022-12-13 Columbia Insurance Company Concealed structural connector
AU2024202711A1 (en) * 2023-04-27 2024-11-14 Glass Vice Holdings Limited Subfloor pile fixing connector and related systems

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202004006321U1 (de) * 2004-04-22 2004-06-17 GH-Baubeschläge Hartmann GmbH Winkelverbinder für Holzkonstruktionen
GB2487938A (en) * 2011-02-08 2012-08-15 Simpson Strong Tie Co Inc Angle bracket

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1469500A (fr) * 1965-10-14 1967-02-17 Ferrures présentant un caractère spécial et une utilisation spéciale
US4480941A (en) 1983-03-04 1984-11-06 Simpson Strong-Tie Company, Inc. Double shear angled fastener connector
JP2509783B2 (ja) 1992-07-21 1996-06-26 義憲 大倉 建物の横部材連結装置
US5467570A (en) 1994-10-12 1995-11-21 Simpson Strong-Tie Co., Inc. Tension tie
JPH0941523A (ja) 1995-07-27 1997-02-10 Daiwa Danchi Kk 木造建築物
DE29610381U1 (de) * 1996-06-13 1996-09-05 Bulldog-Simpson GmbH, 28857 Syke Verbinder zum stirnseitigen Anschluß eines Balkens an ein Bauteil
DE29718172U1 (de) * 1997-10-14 1997-11-27 GH-Baubeschläge Hartmann GmbH, 32549 Bad Oeynhausen Winkelverbinder
DE29903956U1 (de) * 1999-03-04 1999-10-07 Bierbach GmbH & Co. KG Befestigungstechnik, 59425 Unna Metallener Winkelverbinder
NZ545164A (en) * 2003-11-26 2011-03-31 Carinya Mfg Co Pty Ltd Sheet metal bracket stock with diamond or square shaped apertures
US7805894B2 (en) * 2006-12-08 2010-10-05 Andrew Contasti Construction connectors incorporating hardware
GB2457712A (en) 2008-02-22 2009-08-26 Simpson Strong Tie Co Inc Angle bracket for fastening a first construction element to a second construction element and method for producing an angle bracket
GB2457714A (en) 2008-02-22 2009-08-26 Simpson Strong Tie Co Inc One-piece angle bracket for fastening a first construction element to a second construction element
US20130334392A1 (en) * 2012-06-15 2013-12-19 Oz-Post International, LLC L-shaped bracket with alignment assisting peep hole

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202004006321U1 (de) * 2004-04-22 2004-06-17 GH-Baubeschläge Hartmann GmbH Winkelverbinder für Holzkonstruktionen
GB2487938A (en) * 2011-02-08 2012-08-15 Simpson Strong Tie Co Inc Angle bracket

Also Published As

Publication number Publication date
IT201700002109U1 (it) 2018-07-11
ES2956734T3 (es) 2023-12-27
CA3049483A1 (en) 2018-07-19
WO2018130551A1 (de) 2018-07-19
US10655320B2 (en) 2020-05-19
EP3568535A1 (de) 2019-11-20
US20190338510A1 (en) 2019-11-07
PL3568535T3 (pl) 2023-11-13
CA3049483C (en) 2023-09-26

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