EP2090704A2 - Dispositif d'ancrage - Google Patents

Dispositif d'ancrage Download PDF

Info

Publication number
EP2090704A2
EP2090704A2 EP09157898A EP09157898A EP2090704A2 EP 2090704 A2 EP2090704 A2 EP 2090704A2 EP 09157898 A EP09157898 A EP 09157898A EP 09157898 A EP09157898 A EP 09157898A EP 2090704 A2 EP2090704 A2 EP 2090704A2
Authority
EP
European Patent Office
Prior art keywords
composite anchor
component
composite
anchor according
anchor
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.)
Granted
Application number
EP09157898A
Other languages
German (de)
English (en)
Other versions
EP2090704B1 (fr
EP2090704A3 (fr
Inventor
Paul Reichartz
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.)
Induo Gesellschaft zur Verwertung von Schutzrechten mbH and Co KG
Original Assignee
Induo Gesellschaft zur Verwertung von Schutzrechten mbH and Co KG
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 Induo Gesellschaft zur Verwertung von Schutzrechten mbH and Co KG filed Critical Induo Gesellschaft zur Verwertung von Schutzrechten mbH and Co KG
Priority to PL09157898T priority Critical patent/PL2090704T3/pl
Publication of EP2090704A2 publication Critical patent/EP2090704A2/fr
Publication of EP2090704A3 publication Critical patent/EP2090704A3/fr
Application granted granted Critical
Publication of EP2090704B1 publication Critical patent/EP2090704B1/fr
Not-in-force 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
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/04—Structures made of specified materials of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/24—Cross arms

Definitions

  • the invention relates to a composite anchor with at least provided on a first side of the composite anchor anchor pins for engaging in a component, in particular for engagement with the outside of a timber carrier or wooden mast.
  • a composite anchor of the type mentioned is from the WO 2007/121881 A1 known. It is used in a carrier composite system and is used in particular for connecting wood components with other components, which may also consist of a wood material, but also of any other material.
  • the anchor pins engage in holes in the component, which have usually already been introduced into the component before the insertion of the anchor pins.
  • the previously known composite anchor can be used in particular for round timber pylons and has for this purpose a concave contact surface as the first side, with which the composite anchor rests on the outside of a roundwood mast.
  • About the engaging in the wooden mast anchor pins acting from another component on the composite anchor forces are introduced as homogeneously as possible in the wooden mast, as well as acting on the wooden mast forces on the anchor pins can be well derived from the wooden pole on the or the other components.
  • the covered by a composite anchor surface of the component relative to the required only for the anchor pins surface can be comparatively large and necessary, in particular to secure the composite anchor with designated means on the component against unwanted moving out or slipping out and to stabilize its position on the component.
  • a composite anchor surface of the component relative to the required only for the anchor pins surface
  • the contact surface widening webs provided at its outer edge through holes for screws with which the engaging with his anchor pins in the mast composite anchor is secured to the mast.
  • composite anchors as in the case of WO 2007/121881 A1 are intended for outdoor use, in which they and the associated components are exposed to the weather, the present invention seeks to provide compound anchors available that are structurally designed so that they allow the most weather-resistant component connection.
  • component is understood here and below as meaning any structural element which is to be connected to another structural element via a composite anchor according to the invention.
  • the connecting anchor according to the invention on at least one of other parts of the first side raised abutment portion on the first side.
  • the shape and orientation of the first side of the composite anchor is adapted to the outside of the component to which it is to be applied, in which case the abutment surface of the abutment portion is substantially parallel to the remainder of the first side. Accordingly, for use with roundwood masts, composite anchors are preferred whose first sides are concave.
  • the contact surface of a contact section does not necessarily have to run parallel to the rest of the first side. Rather, the distance between the individual parts of the first side and the component can vary.
  • the distance defined by the abutment portion may be comparatively small in a central region of the first side and become larger towards the outer edges of the first side. This may have advantages in the ventilation of the composite anchor.
  • first pages which are polygonal in planar projection, in particular quadrangular, advantageous if the abutment portions extend in the region of the corners of the first sides or at least partially in the region of the side edges of the first sides.
  • the contact surface of the abutment sections should be small in relation to the entire first side in order to minimize the non-ventilated area between the composite anchor and the component.
  • means for securing the composite anchor are provided on the component against slipping out.
  • at least one bore for a securing screw or a securing pin, which engages in the component from a side of the composite anchor facing away from the component is preferably provided for this purpose.
  • the bores are preferably provided in the region of the contact sections, since then the contact pressure of the contact surfaces generated with the locking screws can be distributed to the outside of the component most uniformly. At the same time, the locking screws are largely protected against the effects of the weather over the entire shaft length.
  • Another way of securing the composite anchor against slipping is to place a clamp around the component and around the composite anchor, in which case a means for securing the composite anchor provided on the composite anchor is a contact surface for the clamp or a groove guide for the clamp may be, both in particular on the side facing away from the component of the composite anchor. It becomes clear that means for securing the composite anchor against slipping on the composite anchor itself need not necessarily be provided, as long as a clamp of any kind around the composite anchor and the component can be arranged around.
  • the composite anchor can have connecting means for further components on a side facing away from the first side.
  • connecting means for further components on a side facing away from the first side.
  • at least one anchor core with a bore preferably at least two armature core parts spaced apart from each other, come into consideration as connecting means, with mutually aligned through holes being considered.
  • further anchor pins for engagement in another component as well as means for securing the composite anchor may be provided in the other component.
  • the in the FIGS. 1 to 4 illustrated composite anchor has an elongated body 1 with a concave first side 2.
  • the first side 2 is formed with abutment sections 4, which are raised relative to their central region 3 and which form the abutment surfaces 5 of the composite anchor on a component.
  • the central region 3 of the first side 2, which is set back relative to the abutment sections, extends parallel to the longitudinal axis of the composite anchor and in a central region over the entire width of the first side 2 and forms a cross in a plane projection.
  • anchor pins 6 are provided in the region of the longitudinal axis of the composite anchor, which taper conically from the composite anchor to the outside.
  • the anchor pins 6 extend parallel to a plane of symmetry in the longitudinal direction of the composite anchor.
  • armature core 11, 12 On the opposite side of the first side of the composite anchor 2, a parallel to the composite anchor longitudinal axis extending, two-piece armature core 11, 12 is provided.
  • the two semi-circular in cross section anchor parts 11, 12 are separated from each other in the middle of the composite anchor and aligned with each other.
  • the two armature core parts 11, 12 have mutually aligned central through holes 13, 14.
  • the illustrated composite anchor invention is particularly suitable for use on wooden poles. So it can be easily screwed to a wooden pole with self-drilling wood screws.
  • the composite anchor can be made, for example, as a casting of a ferrous material, but also of a plastic.

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)
EP09157898.9A 2008-02-13 2009-04-14 Dispositif d'ancrage Not-in-force EP2090704B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL09157898T PL2090704T3 (pl) 2008-02-13 2009-04-14 Kotwa łącząca

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102008009056A DE102008009056A1 (de) 2008-02-13 2008-02-13 Verbundanker

Publications (3)

Publication Number Publication Date
EP2090704A2 true EP2090704A2 (fr) 2009-08-19
EP2090704A3 EP2090704A3 (fr) 2010-11-24
EP2090704B1 EP2090704B1 (fr) 2013-12-25

Family

ID=40785347

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09157898.9A Not-in-force EP2090704B1 (fr) 2008-02-13 2009-04-14 Dispositif d'ancrage

Country Status (3)

Country Link
EP (1) EP2090704B1 (fr)
DE (1) DE102008009056A1 (fr)
PL (1) PL2090704T3 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2383406A2 (fr) 2010-04-28 2011-11-02 INDUO Gesellschaft zur Verwertung von Schutzrechten mbH & Co. KG Ancrage de mât
WO2014088453A1 (fr) * 2012-12-07 2014-06-12 Emelianov Alexander Nikolaevich Poutre en lamellé-collé, ancrage de fixation de poutre en lamellé-collé, et assemblage par croisement de poutres en lamellé-collé
WO2015147692A1 (fr) * 2014-03-26 2015-10-01 Александр Николаевич ЕМЕЛЬЯНОВ Poutre en lamellé-collé, ancrage pour fixation à une poutre en lamellé-collé, et unité de connexion de poutres en lamellé-collé

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011107898A1 (de) 2011-07-18 2013-01-24 Carl Scholl Gmbh Doppelmastanordnung

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007121881A1 (fr) 2006-04-18 2007-11-01 Induo Gesellschaft Zur Verwendung Von Schutzrechten Mbh & Co. Kg Système de LIAISON de support

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1761509A (en) * 1929-05-21 1930-06-03 Malleable Iron Fittings Co Gain fixture for poles
US3231945A (en) * 1962-02-05 1966-02-01 Malleable Iron Fittings Co Washer gain for timber structures
US3555747A (en) * 1969-06-12 1971-01-19 Mif Ind Inc Lightweight crossarm assemblies
US3580534A (en) * 1969-06-16 1971-05-25 L E Lindsey Suspension bracket for conductor insulator
NZ180421A (en) * 1975-04-03 1979-03-16 Mc Lay R B C Bracket for lag stacking
AU2294583A (en) * 1983-01-21 1984-07-26 Gang-Nails N.Z. Ltd. Nail plate

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007121881A1 (fr) 2006-04-18 2007-11-01 Induo Gesellschaft Zur Verwendung Von Schutzrechten Mbh & Co. Kg Système de LIAISON de support

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2383406A2 (fr) 2010-04-28 2011-11-02 INDUO Gesellschaft zur Verwertung von Schutzrechten mbH & Co. KG Ancrage de mât
DE102010018646A1 (de) 2010-04-28 2011-11-03 Induo Gesellschaft Zur Verwertung Von Schutzrechten Mbh & Co Kg Mastverankerung
WO2014088453A1 (fr) * 2012-12-07 2014-06-12 Emelianov Alexander Nikolaevich Poutre en lamellé-collé, ancrage de fixation de poutre en lamellé-collé, et assemblage par croisement de poutres en lamellé-collé
WO2015147692A1 (fr) * 2014-03-26 2015-10-01 Александр Николаевич ЕМЕЛЬЯНОВ Poutre en lamellé-collé, ancrage pour fixation à une poutre en lamellé-collé, et unité de connexion de poutres en lamellé-collé

Also Published As

Publication number Publication date
PL2090704T3 (pl) 2014-08-29
EP2090704B1 (fr) 2013-12-25
DE102008009056A1 (de) 2009-08-20
EP2090704A3 (fr) 2010-11-24

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