EP1300521B1 - Verbindungseinrichtung für eine Holz-Pfosten-Riegel-Verbindung - Google Patents

Verbindungseinrichtung für eine Holz-Pfosten-Riegel-Verbindung Download PDF

Info

Publication number: EP1300521B1
Authority: EP; European Patent Office
Prior art keywords: connection; mullion; anchoring; transom; post
Prior art date: 2001-10-08
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.): Expired - Lifetime

Application number

EP02017210A

Other languages

German (de)

English (en)

French (fr)

Other versions

EP1300521A1 (de

Inventor

Klaus Heidemann

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.)

Heidemann Maren

Original Assignee

Heidemann Maren

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.)

2001-10-08

Filing date

2002-07-31

Publication date

2009-12-16

2002-07-31 Application filed by Heidemann Maren filed Critical Heidemann Maren

2003-04-09 Publication of EP1300521A1 publication Critical patent/EP1300521A1/de

2009-12-16 Application granted granted Critical

2009-12-16 Publication of EP1300521B1 publication Critical patent/EP1300521B1/de

2022-07-31 Anticipated expiration legal-status Critical

Status Expired - Lifetime legal-status Critical Current

Links

238000004873 anchoring Methods 0.000 claims abstract description 27
238000010276 construction Methods 0.000 description 13
239000002023 wood Substances 0.000 description 5
230000013011 mating Effects 0.000 description 2
229910000746 Structural steel Inorganic materials 0.000 description 1
230000006978 adaptation Effects 0.000 description 1
238000011161 development Methods 0.000 description 1
230000018109 developmental process Effects 0.000 description 1
238000006073 displacement reaction Methods 0.000 description 1
230000002349 favourable effect Effects 0.000 description 1
210000001331 nose Anatomy 0.000 description 1
230000003287 optical effect Effects 0.000 description 1
239000007787 solid Substances 0.000 description 1

Images

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 wood post-tie connection to the frontal connection of at least one bolt contained in the timber post-tie connection to a post contained in the wood post-tie connection.
Post-and-beam connections are known from the prior art in various embodiments.
angle iron are used, which are bolted to the post and the bolt.
Modified connecting devices have additional pocket-like receiving areas, in which the bolt or Rähm can be inserted to prevent lateral displacement.
constructions are previously known, in which frontally into the end regions of posts cross-shaped or plate-shaped elements are introduced, in which by means of hook-shaped components which are received in the bolt ends, bolts can be suspended.
the US 4 299 509 A shows a skeleton construction with plate-like components, which are inserted into the posts or the bolt and are in the assembled state in a common plane.
the plate-like components have at their upper ends in each case hooks or noses, so that they can be hooked into one another.
This timber post-tie connection includes all the features of the preamble of claim 1.
connection system for structural elements in timber construction known.
connecting plates are provided in each case, wherein a connecting plate projects beyond the free end of a structural element and engages in a U-shaped, formed by two mutually parallel leg plates receiving portion of the other structural element.
the fuse is made by means of connecting elements.
Another detachable connection for wooden beams shows the EP 0 130 145 A1 , In the construction described two wooden beams are frontally coupled together. In each of the beams, a mounting plate is disposed in an end slot of the beam. One of the mounting plates protrudes beyond the beam end, while the other beam is provided with a slot parallel to its mounting plate, which receives the projecting end of the other mounting plate. The connection is made via connecting bolts.
the invention has for its object to provide a connection device of the type mentioned above, which allows a simple design and simple, cost-effective manufacturability a high degree of pre-assembly and can be easily and safely used by non-skilled craftsman.
the wood post-bolt connection to the frontal connection at least one bolt obtained in the wood post-tie connection to a post obtained in the wood post-tie connection comprises a first plate-like connecting element, which is inserted in a slot of the post, and a second plate-like connecting element, which is inserted into a frontal slot of the bolt.
the two connecting elements each have an anchoring element. These two anchoring elements are connected to each other and arranged in parallel to each other.
the invention thus consists in separating a conventional plate-like connecting element in two areas, which are each pre-assembled both on the post and on the bolt.
the user can thus, like a plug-in module plug together the post and the bolt and connect the two anchoring elements together.
the mechanical anchoring of the two connecting elements in the post and in the bolt can for example be done in advance factory. This ensures that both the introduction the slot or the recess takes place in the correct manner, as well as the respective anchoring of the connecting element to the post or on the bolt itself.
connection of the two anchoring elements with each other can be done in a simple manner. Such technical measures can easily be carried out by less trained personnel. In particular, with regard to the weight and the size of the posts and bars in question, this results in a very significant workload. In addition, occupational safety increases, since it is basically possible to do without lengthy assembly work.
the bars or posts need only be aligned with each other and connected by means of anchoring elements.
a construction in which a horizontal latch 1 can be anchored to a vertical post 2. It is understood that the construction is chosen so that the post and / or the bolt in other ways can be aligned. In particular, multiple connections, cross connections or the like are possible. So in place of in Fig. 6b and 7b shown assembly of a bolt 1 to a post 2 a plurality of bars 1 are attached to a post 2.
a first connecting element 3 is provided, which is insertable into a slot of a post 2, and a second connecting element 4, which can be mounted in a frontal recess of a bolt 1, as the Fig. 5a and 5b demonstrate.
the two anchoring elements 5 and 6 are each firmly (integrally) with the connecting elements 3, 4 is connected.
bearing blocks 7, 8 and / or 9 are integrally formed to allow the assembly with the respective anchoring element 5 and 6 respectively.
the second anchoring element 6 has an upper bearing block 7, which is provided with two recesses for the passage of bolts 10.
the front-side upper side of the first anchoring element 5 of the first connecting element 3 is correspondingly provided with two recesses into which the bolts 10 can be inserted.
a lower bracket 9 of the first anchoring element 5 which is provided for ease of assembly with a slot through which a bolt 10 is feasible, which, as shown, in a recess of the second connecting element 4 can be screwed.
This construction corresponds to the illustration of Fig. 6a and 6b and is particularly suitable for the cases in which the bolt 1 is also accessible from its underside.
Fig. 1b shown construction used If the bolt, as in the Fig. 7a and 7b shown, possibly poorly accessible from below, can be found in Fig. 1b shown construction used. It is possible to pre-assemble two bolts 10 on a lower bearing block 8 of the second connecting element 4. The corresponding lower recesses or bores of the first anchoring element 5 are in Fig. 1b not visible. For assembly, the preassembled projecting bolts 10 can then be inserted into the lower end-side recesses of the first anchoring element 5. Subsequently, the latch is positioned remainder and by means of the upper pin 10, which are introduced by the upper bearing block 7, mounted.

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)

EP02017210A 2001-10-08 2002-07-31 Verbindungseinrichtung für eine Holz-Pfosten-Riegel-Verbindung Expired - Lifetime EP1300521B1 (de)

Applications Claiming Priority (2)

Application Number	Priority Date	Filing Date	Title
DE10149537		2001-10-08
DE10149537A DE10149537B4 (de)	2001-10-08	2001-10-08	Verbindungseinrichtung für eine Holz-Pfosten-Riegel-Verbindung

Publications (2)

Publication Number	Publication Date
EP1300521A1 EP1300521A1 (de)	2003-04-09
EP1300521B1 true EP1300521B1 (de)	2009-12-16

Family

ID=7701763

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP02017210A Expired - Lifetime EP1300521B1 (de)	2001-10-08	2002-07-31	Verbindungseinrichtung für eine Holz-Pfosten-Riegel-Verbindung

Country Status (4)

Country	Link
EP (1)	EP1300521B1 (da)
AT (1)	ATE452251T1 (da)
DE (2)	DE10149537B4 (da)
DK (1)	DK1300521T3 (da)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE10352992B4 (de) *	2003-11-13	2008-11-13	Bohrenkämper, Gustav	Holzverbinder
EP1736606B1 (de)	2005-06-23	2010-04-21	Neue Holzbau AG Lungern	Biegesteife oder gelenkige und steckbare Verbindung für Tragwerkselemente
CA2984664C (en) *	2016-11-07	2026-04-07	Simpson Strong-Tie Company, Inc.	Concealed joist tie with sloped center flange

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
DE2838053C3 (de) *	1978-08-31	1982-02-04	Streif AG, 5461 Vettelschoß	Verbindung für zusammenfügbare Skelettkonstruktionen
DE3461998D1 (en) *	1983-05-24	1987-02-19	Bsb Holzkonstruktionen Ag	Fastening joint for wooden beams
DE3401303C2 (de) *	1984-01-16	1986-01-16	Jan Dipl.-Ing. 8000 München Forster	Verbindungsmittel für Holzbauteile
DE3641799A1 (de) *	1986-12-06	1988-06-16	Gustav Bohrenkaemper	Vorrichtung zum verbinden zweier holzbalken
DE20011793U1 (de) *	2000-07-07	2000-09-28	Bohrenkämper, Gustav, 32257 Bünde	Verbindungsbeschlag
DE20022076U1 (de) *	2000-12-29	2001-03-01	Heidemann Modular Space Systems Ltd., North Yorkshire	Verbindungssystem für Tragwerkelemente im Holzbau

2001
- 2001-10-08 DE DE10149537A patent/DE10149537B4/de not_active Expired - Fee Related
2002
- 2002-07-31 DK DK02017210.2T patent/DK1300521T3/da active
- 2002-07-31 EP EP02017210A patent/EP1300521B1/de not_active Expired - Lifetime
- 2002-07-31 DE DE50214091T patent/DE50214091D1/de not_active Expired - Lifetime
- 2002-07-31 AT AT02017210T patent/ATE452251T1/de active

Also Published As

Publication number	Publication date
DE10149537A1 (de)	2003-06-05
EP1300521A1 (de)	2003-04-09
ATE452251T1 (de)	2010-01-15
DE50214091D1 (de)	2010-01-28
DK1300521T3 (da)	2010-04-19
DE10149537B4 (de)	2005-09-22

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