EP1700965B1 - Anker zum Eingiessen in ein Betonbauteil sowie Betonbauteil mit zumindest einem solchen Anker - Google Patents

Anker zum Eingiessen in ein Betonbauteil sowie Betonbauteil mit zumindest einem solchen Anker Download PDF

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Publication number
EP1700965B1
EP1700965B1 EP06003803.1A EP06003803A EP1700965B1 EP 1700965 B1 EP1700965 B1 EP 1700965B1 EP 06003803 A EP06003803 A EP 06003803A EP 1700965 B1 EP1700965 B1 EP 1700965B1
Authority
EP
European Patent Office
Prior art keywords
anchor
structural component
concrete structural
concrete
component according
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.)
Expired - Lifetime
Application number
EP06003803.1A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1700965A3 (de
EP1700965A2 (de
Inventor
Matthias Kintscher
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.)
Pfeifer Holding GmbH and Co KG
Original Assignee
Pfeifer Holding GmbH 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 Pfeifer Holding GmbH and Co KG filed Critical Pfeifer Holding GmbH and Co KG
Priority to PL06003803T priority Critical patent/PL1700965T3/pl
Publication of EP1700965A2 publication Critical patent/EP1700965A2/de
Publication of EP1700965A3 publication Critical patent/EP1700965A3/de
Application granted granted Critical
Publication of EP1700965B1 publication Critical patent/EP1700965B1/de
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
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head

Definitions

  • the invention relates to an anchor for pouring into a concrete component according to the preamble of claim 1 and a concrete component with at least one such anchor.
  • the concrete components used in this case anchor, which are poured over their so-called anchoring length in the concrete component, and protrude with at least a portion of this.
  • the protruding section has a thread so that it can be attached to other concrete components.
  • the concrete components have suitable counterparts which, for example, have one or more openings through which the section of the anchor protruding from the previously mentioned concrete component can be guided, so that subsequently fastening can take place by means of suitable nuts.
  • the anchor For secure anchoring of the anchor in the "first" concrete component, the anchor usually has at least one anchor body, which is essentially a widening at at least one point along the anchor.
  • the anchor can otherwise have a comparatively slim design and as Anchor rod be designated.
  • the anchor body is often referred to as a "head”.
  • An anchor according to the preamble of claim 1 is known as Vorbehrsslegistand in numerous variants by the applicant. Furthermore, goes from the DE 103 12 701 A1 a device in which an anchor bolt has an anchor head at one end, and so-called head bolts are provided in addition to the anchor bolt in order to transmit both pressure and tensile forces on the anchor can.
  • the anchor head must be located substantially midway along the thickness of the concrete component, such as a foundation plate, such that the thickness of the foundation is substantially equal to twice the anchor length. This is economically disadvantageous.
  • GP 2 169 328 A and US 4,162,596 relate to devices in which an elastic sheath is provided around the PSDBtonierenden part to dampen noise and to compensate for alternating stresses or tolerance differences.
  • the invention has for its object to provide a concrete component with an anchor, by means of which both the required forces can be transmitted reliably, and economic benefits can be achieved.
  • Anchor body has, in the vicinity of the anchor body, provided on at least one side of the anchor body, seen in the longitudinal direction, a resilient zone.
  • the anchor body can be arranged in the vicinity of a surface of the concrete component, so that the concrete component can be made significantly thinner than is possible according to the previously known devices. Namely, when the anchor body is disposed in the vicinity of a surface of the concrete member, a force can be largely transmitted across the anchor in the direction acting in the direction of the "distant" surface. Based on a foundation plate this means the following.
  • the described problem that the armature is pressed at a force reversal downwards out of the concrete component can be solved by the invention.
  • the inventively provided in the vicinity of the anchor body, compliant zone prevents transmission of forces from the anchor body to the few remaining concrete material, ie on the "weak" side. Rather, the force is introduced into the yielding zone, which is compressed and therefore passes the force only to a small extent in the concrete. In this case, the force can be reduced in particular to the extent that the problem described does not occur.
  • the described resilient zone is provided on at least one side of at least one anchor body.
  • the sides are considered in the longitudinal direction.
  • the anchor having a longitudinal extent, for example in the form of an anchor rod, transmits the forces in the direction of its longitudinal extension and this is represented by the anchor body, which, as mentioned, a widening, seen to one side, in the longitudinal direction, be passed on.
  • the yielding zone is provided, the introduction of large forces into the concrete can be avoided and a secure anchoring can be achieved.
  • relatively thin concrete components such as thin foundation plates, in which the anchor body can be in the vicinity of a surface.
  • the described effect can be achieved when the compliant zone is at any suitable location in the concrete material that is too thin to adequately transfer forces.
  • the compliant zone directly abut the anchor body so that the stresses, such as displacements from the anchor body are introduced directly into the compliant zone, and only to a limited extent forces are transmitted to the adjoining concrete since, as stated, primarily the compliant zone is compressed.
  • the resilient zone For the dimensions of the resilient zone, it has proven to be favorable to form them in a direction substantially perpendicular to the longitudinal extent in about as wide as the associated anchor body, in other words the anchor body, in the vicinity or at the immediately adjacent to the yielding Zone is located.
  • the compliant zone may be formed, for example, by an element of one or more compressible materials, e.g. Styrofoam, foam rubber, foam rubber or mineral wool are formed. Through these materials, the resilient zone can be carried out in an economically favorable manner.
  • compressible materials e.g. Styrofoam, foam rubber, foam rubber or mineral wool are formed. Through these materials, the resilient zone can be carried out in an economically favorable manner.
  • a single compliant zone is provided, so that forces can be introduced primarily in the direction in the armature, which is directed away from the yielding zone.
  • the compliant zone In a direction towards the yielding zone there is no firm anchoring or force transmission, as the compliant zone, as mentioned, is compressible under load by displacement.
  • a force is to be excluded in this direction.
  • preferred is an embodiment in which the introduction of force is reliably possible in two opposite directions, and at the same time the thickness of the concrete component can be kept low. This is accomplished by providing two anchor bodies that are spaced apart from each other and that the compliant zones are directed away from each other.
  • both anchor body can be arranged close to two surfaces of the concrete component, wherein there is a resilient zone between the respective anchor body and the adjacent concrete surface. In the area of the yielding zone there is thus no problem that this anchor body breaks out of the concrete.
  • remote anchor body is sufficient thick concrete in the pulling direction available, in which the forces can be introduced so that in both directions sufficient anchoring takes place, and only one anchor body is "active", while the other anchor body, the stress not in the concrete but in the compliant zone.
  • the above-mentioned object is achieved by a concrete component having at least one anchor body in one of the previously described embodiments.
  • the anchor described is self-contained, and can be poured into a precast plant in a concrete component
  • the invention also relates to the concrete components produced thereby, in which show the above advantages. This is especially true for a particularly thin design, which is only a little more than the simple anchor length, combined with a reliable introduction of forces in two mutually opposite directions (pressure and tension) by means of the anchor.
  • At least one anchor body is disposed near to a surface of the concrete structure, and the compliant zone is directed toward that surface. In this way, as stated, a breakout of the armature on the nearby surface, upon introduction of forces in this direction, can be avoided.
  • the figure shows a section of a sectional view through a concrete component with a cast-anchor.
  • the concrete component 12 may be, for example, a foundation plate.
  • an anchor 10 is cast, which has two anchor body 14 and 16 in the embodiment shown.
  • a lower anchor body 16, in the example shown, is integral with the anchor rod forming armature 10 and substantially widened at the end of the anchor rod.
  • An upper anchor body 14 is formed by a separate welded plate in the example shown.
  • the anchor rod itself may, as indicated in the drawing, ribbed, for example, be designed as a rebar, or it may have a smooth surface.
  • the anchor 10 has a thread by means of which the attachment of further concrete components, such as e.g. a precast concrete support, can be done.
  • a compliant zone 18, 20 is provided respectively to the nearby surface 22. This is in the case shown slightly wider than the respective anchor body 14, 16 and may already be provided on the factory side.
  • These yielding zones have the following effect on the introduction of forces.
  • a tensile force is introduced into the anchor substantially vertically upward, the lower anchor 16 is active.
  • the upper anchor body 14 also transmits a load in the form of a shift "upwards".
  • the relatively thin material present up to the surface 22, 23 will not break because the stress is substantially absorbed by the compliant zone 18 by compressing it. No harmful forces are awakened to the surface upwards.

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)
EP06003803.1A 2005-02-24 2006-02-24 Anker zum Eingiessen in ein Betonbauteil sowie Betonbauteil mit zumindest einem solchen Anker Expired - Lifetime EP1700965B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL06003803T PL1700965T3 (pl) 2005-02-24 2006-02-24 Kotwa do zalania w betonowym elemencie budowlanym oraz betonowy element budowlany z przynajmniej jedną taką kotwą

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202005002981U DE202005002981U1 (de) 2005-02-24 2005-02-24 Anker zum Eingießen in ein Betonbauteil sowie Betonbauteil mit zumindest einem Anker

Publications (3)

Publication Number Publication Date
EP1700965A2 EP1700965A2 (de) 2006-09-13
EP1700965A3 EP1700965A3 (de) 2011-10-19
EP1700965B1 true EP1700965B1 (de) 2013-05-29

Family

ID=36695041

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06003803.1A Expired - Lifetime EP1700965B1 (de) 2005-02-24 2006-02-24 Anker zum Eingiessen in ein Betonbauteil sowie Betonbauteil mit zumindest einem solchen Anker

Country Status (3)

Country Link
EP (1) EP1700965B1 (pl)
DE (1) DE202005002981U1 (pl)
PL (1) PL1700965T3 (pl)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202018100768U1 (de) * 2018-02-13 2018-04-03 PreConTech International GmbH Verankerung für Betonfertigteile

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE708788C (de) * 1935-10-19 1941-07-28 Carl Loessl Einrichtung zur Befestigung von Ankerbolzen in Betonbauteilen
DE1625392A1 (de) * 1967-12-08 1970-07-23 Lothes Hagen F Steinschraube
US3599379A (en) * 1969-01-21 1971-08-17 Spanel Abram Nathaniel Bolt-anchoring devices for concrete
US4162596A (en) * 1977-09-08 1979-07-31 Damman Bernard A Anchor bolt assembly
EP0086751B1 (de) * 1982-02-12 1987-05-20 Ulisse C. Aschwanden Auf Zug beanspruchbarer Anker
GB8430680D0 (en) * 1984-12-05 1985-01-16 Hollow Core Systems Mid East L Mounting of panels
JP4137531B2 (ja) * 1999-07-05 2008-08-20 株式会社日栄商事 コンクリート製品の吊上具
DE19950675C5 (de) * 1999-10-21 2005-04-21 Gebr. Seifert Gmbh + Co Transportanker zum Einbetten in Stahlbetonfertigteile
EP1098043A1 (de) * 1999-11-05 2001-05-09 SCHÖCK BAUTEILE GmbH Bauelement zur schallgedämmten Verbindung von Bauteilen
DE10312701B4 (de) * 2003-03-21 2007-10-31 Krummel, Gerhard, Dipl.-Ing. Anordnung zur Fixierung eines Ankerbolzens einer Stütze in einem Fundament

Also Published As

Publication number Publication date
EP1700965A3 (de) 2011-10-19
EP1700965A2 (de) 2006-09-13
PL1700965T3 (pl) 2013-10-31
DE202005002981U1 (de) 2006-07-27

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