EP0123979A2 - Rail d'ancrage pour la technique de la construction - Google Patents

Rail d'ancrage pour la technique de la construction Download PDF

Info

Publication number
EP0123979A2
EP0123979A2 EP84104051A EP84104051A EP0123979A2 EP 0123979 A2 EP0123979 A2 EP 0123979A2 EP 84104051 A EP84104051 A EP 84104051A EP 84104051 A EP84104051 A EP 84104051A EP 0123979 A2 EP0123979 A2 EP 0123979A2
Authority
EP
European Patent Office
Prior art keywords
insert
anchor rail
filler
anchor
interior
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
EP84104051A
Other languages
German (de)
English (en)
Other versions
EP0123979B1 (fr
EP0123979A3 (en
Inventor
Siegfried Fricker
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.)
Leviat GmbH
Unistrut Europe PLC
Original Assignee
Unistrut Europe PLC
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 Unistrut Europe PLC filed Critical Unistrut Europe PLC
Priority to AT84104051T priority Critical patent/ATE59869T1/de
Publication of EP0123979A2 publication Critical patent/EP0123979A2/fr
Publication of EP0123979A3 publication Critical patent/EP0123979A3/de
Application granted granted Critical
Publication of EP0123979B1 publication Critical patent/EP0123979B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • E04G15/061—Non-reusable forms
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails

Definitions

  • the invention relates to an anchor rail for construction technology, which is embedded in a concrete part and the interior of which is filled with a filler which is removed after the surrounding concrete has set.
  • Such anchor channels are in widespread use, they are used, for example, to accommodate support elements which engage behind the anchor channel. Often, these support elements should be displaceable in the anchor rail, which presupposes that the inside of the anchor rail remains free of dirt when the surrounding concrete is introduced. For this reason, the anchor rail is provided with a filler during concreting, which protects the interior of the anchor rail from dirt. This filler is then removed after the concrete has set, for which purpose it is usually destroyed with some tool, so that its fragments can be removed from the anchor channel. This process is relatively time-consuming and a suitable tool is required.
  • the object of the invention is to develop an anchor rail with a filler body in such a way that the filler body can be removed more quickly and without tools.
  • a tear-resistant insert is inserted into the interior of the anchor rail to remove the filler body, which protrudes beyond the anchor rail at least on one side.
  • the protruding end also protrudes from the concrete surface after concreting, so that the filler is also removed from the interior of the anchor channel by tearing out the insert.
  • the insert can be designed as an adhesive tape which is fastened to the inner underside of the anchor rail and engages under the filler body. It is crucial that the insert and filler are adapted to the cross-section of the respective anchor rail in such a way that when the insert is torn out, the filler is destroyed in such a way that the fractions fall out of the interior of the anchor rail without additional effort.
  • the insert is advantageously introduced parallel to the anchor rail.
  • An anchor rail 10 with a filler 11 is embedded in its interior in a concrete part 30.
  • an insert 12 which, in the exemplary embodiment shown, consists of a band-shaped fabric reinforced with tear threads.
  • the insert 12 projects so far beyond the end of the anchor rail 10 that a sufficient piece protrudes from the concrete level after the concrete has been cast around the anchor rail.
  • filler 11 and insert 12 depends on the specific cross section of the anchor rail on the one hand and the simplest possible manufacture of this unit at the anchor rail manufacturer.
  • the packing can consist of prefabricated rigid foam parts, for example, but can also be made by foaming e.g. with PU foam.
  • the concrete realization or coordination of the properties of the packing and the insert can be determined by a person skilled in the art by tests using concrete embodiments of anchor channels and therefore do not need to be explained in more detail.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Chairs Characterized By Structure (AREA)
  • Liquid Developers In Electrophotography (AREA)
  • Finishing Walls (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP84104051A 1983-04-29 1984-04-11 Rail d'ancrage pour la technique de la construction Expired - Lifetime EP0123979B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84104051T ATE59869T1 (de) 1983-04-29 1984-04-11 Ankerschiene fuer bautechnik.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3315632A DE3315632C2 (de) 1983-04-29 1983-04-29 Ankerschiene für Bautechnik
DE3315632 1983-04-29

Publications (3)

Publication Number Publication Date
EP0123979A2 true EP0123979A2 (fr) 1984-11-07
EP0123979A3 EP0123979A3 (en) 1986-11-05
EP0123979B1 EP0123979B1 (fr) 1991-01-09

Family

ID=6197721

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84104051A Expired - Lifetime EP0123979B1 (fr) 1983-04-29 1984-04-11 Rail d'ancrage pour la technique de la construction

Country Status (7)

Country Link
US (1) US4532740A (fr)
EP (1) EP0123979B1 (fr)
JP (1) JPS59206541A (fr)
KR (1) KR930001139B1 (fr)
AT (1) ATE59869T1 (fr)
CA (1) CA1220954A (fr)
DE (2) DE3315632C2 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3315632A1 (de) * 1983-04-29 1984-11-08 Siegfried 7135 Wiernsheim Fricker Ankerschiene fuer bautechnik
EP0340927A1 (fr) * 1988-04-14 1989-11-08 Vantrunk Engineering Limited Insertion pour profile en U
CN102444208A (zh) * 2010-10-04 2012-05-09 喜利得股份公司 具有拉力带的锚固导槽
EP2312072A3 (fr) * 2009-10-15 2012-12-26 HILTI Aktiengesellschaft Rail d'ancrage encastrable
CN103025976A (zh) * 2010-07-21 2013-04-03 喜利得股份公司 带有牵引带的锚轨

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3909776A1 (de) * 1989-03-22 1990-09-27 Deutsche Kahneisen Gmbh West Verfahren zum ausschaeumen einer ankerschiene fuer die bautechnik und nach dem verfahren hergestellte ankerschiene
DE8910744U1 (de) * 1989-09-08 1991-01-17 Schmidt, René P., Oberweningen Dichtungsvorrichtung für Betonfugen
GB9009375D0 (en) * 1990-04-26 1990-06-20 Wincro Metal Ind Ltd Apparatus for use with cast-in channels for facade support and restraint apparatus
US5890340A (en) * 1996-08-29 1999-04-06 Kafarowski; Zygmunt Grant Concrete insert for attaching wall panels to building structures
US7654057B2 (en) * 2005-08-08 2010-02-02 Sergio Zambelli Anchoring insert for embedding in a concrete component and concrete component provided therewith
DE202010010508U1 (de) 2010-07-21 2010-10-14 Hilti Aktiengesellschaft Ankerschiene mit Zugband
US9976674B2 (en) 2016-05-13 2018-05-22 Thomas & Betts International Llc Concrete insert channel assembly
EP3401454B1 (fr) * 2017-05-08 2022-04-20 Leviat GmbH Rail de fixation et composant béton comprenant un rail de fixation
CA3103889C (fr) 2017-05-31 2023-05-02 Meadow Burke, Llc Connecteur destine a des structures en beton premoulees
US11492797B2 (en) * 2020-03-05 2022-11-08 Meadow Burke, Llc Connector for precast concrete structures
US12110678B2 (en) 2020-07-09 2024-10-08 Meadow Burke, Llc Reinforcement for a connector in a precast concrete panel
CN112962794B (zh) * 2021-02-26 2022-07-12 上海弈睿轨道交通工程技术有限公司 一种槽道及其制造方法
DE102021127340A1 (de) 2021-10-21 2023-04-27 Fischerwerke Gmbh & Co. Kg Ankerschiene mit einem Füllelement und Verfahren zum Entfernen des Füllelements

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH393693A (de) * 1962-06-18 1965-06-15 Meier Peter Zum Einsetzen in einen Profildübel bestimmtes Verankerungselement
GB1013217A (en) * 1962-11-06 1965-12-15 Peter Meier Channel-shaped anchoring member adapted to be embedded in concrete
US3182423A (en) * 1963-02-13 1965-05-11 Pacific Vegets Le Oil Corp Erecting partition walls
US3524290A (en) * 1968-06-18 1970-08-18 Standard Products Co Receiver for spline-type gaskets
US3557503A (en) * 1968-07-03 1971-01-26 Butler Manufacturing Co Wall panel structure and method of making same
DE1784846A1 (de) * 1968-09-26 1972-08-31 Herbert Stubner Hinterlueftete Fassaden- Vollwaermeschutzplatte
ES144957Y (es) * 1969-01-10 1970-02-16 Central Corsetera, S. A. Una cinta corcheta perfeccionada.
DE1906714A1 (de) * 1969-02-11 1970-11-05 Erwin Bargmann Einrillige,zur Aufnahme von Kippkraeften bestimmte Kugeldrehverbindung fuer Arbeitsmaschinen,insbesondere fuer Bagger und Krane
US3667174A (en) * 1970-02-13 1972-06-06 Robert W Arnett Expansible reveal with frontal tear strip for plaster walls
GB1350764A (en) * 1970-03-04 1974-04-24 Gkn Sankey Ltd Structural members
US3974620A (en) * 1974-06-26 1976-08-17 Stegmeier William J Method utilizing a form board for securing a row of tiles in alignment along an irregular face of a swimming pool bond beam
JPS5631904Y2 (fr) * 1975-07-30 1981-07-29
AU501505B2 (en) * 1976-04-13 1979-06-21 Guest Keen & Nettlefolds Ltd Filler for channel-sectioned concrete insert
DE2633446C2 (de) * 1976-07-24 1983-03-31 Karlheinz Dipl.-Ing. 4030 Ratingen Beine Vorrichtung zum kontinuierlichen Ausschäumen von in Längsrichtung einseitig offenen Hohlformen
US4344265A (en) * 1980-07-14 1982-08-17 Davidson James D Energy conserving building structural elements normally called window or door frames
DE3315632C2 (de) * 1983-04-29 1986-05-07 Siegfried 7135 Wiernsheim Fricker Ankerschiene für Bautechnik

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3315632A1 (de) * 1983-04-29 1984-11-08 Siegfried 7135 Wiernsheim Fricker Ankerschiene fuer bautechnik
EP0340927A1 (fr) * 1988-04-14 1989-11-08 Vantrunk Engineering Limited Insertion pour profile en U
EP2312072A3 (fr) * 2009-10-15 2012-12-26 HILTI Aktiengesellschaft Rail d'ancrage encastrable
CN103025976A (zh) * 2010-07-21 2013-04-03 喜利得股份公司 带有牵引带的锚轨
CN102444208A (zh) * 2010-10-04 2012-05-09 喜利得股份公司 具有拉力带的锚固导槽

Also Published As

Publication number Publication date
CA1220954A (fr) 1987-04-28
KR840009125A (ko) 1984-12-24
KR930001139B1 (ko) 1993-02-18
US4532740A (en) 1985-08-06
ATE59869T1 (de) 1991-01-15
DE3315632A1 (de) 1984-11-08
EP0123979B1 (fr) 1991-01-09
JPH055012B2 (fr) 1993-01-21
EP0123979A3 (en) 1986-11-05
DE3483891D1 (de) 1991-02-14
JPS59206541A (ja) 1984-11-22
DE3315632C2 (de) 1986-05-07

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