EP1749947B1 - Ankerschiene zum Einbetonieren - Google Patents

Ankerschiene zum Einbetonieren Download PDF

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Publication number
EP1749947B1
EP1749947B1 EP05017042A EP05017042A EP1749947B1 EP 1749947 B1 EP1749947 B1 EP 1749947B1 EP 05017042 A EP05017042 A EP 05017042A EP 05017042 A EP05017042 A EP 05017042A EP 1749947 B1 EP1749947 B1 EP 1749947B1
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EP
European Patent Office
Prior art keywords
insert
concrete
anchoring
component
compartment
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
EP05017042A
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English (en)
French (fr)
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EP1749947A1 (de
Inventor
Sergio Zambelli
Benito Zambelli
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Individual
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Individual
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Publication date
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Priority to ES05017042T priority Critical patent/ES2379465T3/es
Priority to EP05017042A priority patent/EP1749947B1/de
Priority to AT05017042T priority patent/ATE532915T1/de
Publication of EP1749947A1 publication Critical patent/EP1749947A1/de
Application granted granted Critical
Publication of EP1749947B1 publication Critical patent/EP1749947B1/de
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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
    • E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails

Definitions

  • the present invention relates to an anchoring insert to be embedded in prefabricated concrete components, particularly for bracing panels in buildings or for anchoring other elements, such as rails, utility raceways, machines or the like, to the component, and to a prefabricated concrete component provided with such anchoring insert.
  • Anchoring inserts are known which are designed to be embedded within prefabricated concrete components and are also known commonly as “slotted inserts” or more simply as “slots”.
  • These anchoring inserts are generally constituted by a box-like body, obtained simply by bending a metal plate or provided by welding a plurality of appropriately shaped metal plates, which generally has a substantially flat face, usually with a rectangular plan shape, crossed by an elongated slot.
  • a box-like body is embedded, during the manufacture of the prefabricated concrete component, within the body of the component so that the slotted face is substantially coplanar with respect to one of the faces of the component while the remaining part of the box-like body is embedded within the body of the article.
  • anchoring inserts The function of these anchoring inserts is to provide coupling points, along the extension of the prefabricated component, for connecting elements, usually constituted by bolts, for other parts, generally other prefabricated concrete components or rails, utility raceways, machines or the like, in the construction of buildings.
  • elements usually constituted by bolts, for other parts, generally other prefabricated concrete components or rails, utility raceways, machines or the like, in the construction of buildings.
  • inserts of this type are used to connect, by means of bolt-type elements, the prefabricated panels of the face of a building to the back structure of the building.
  • a reduced depth of the insert for an equal performance, in fact allows to use the same insert for a wide range of components and reduces the problems linked to its embedding in the component.
  • inserts have been provided which have particular shapes so as to increase as much as possible the surface of contact between the insert and the concrete and/or so as to provide, on the outer surface of the insert, adequate anchoring undercuts for the concrete.
  • various types of accessories to be associated with the insert before its embedding in the body of the component have been developed, such as for example riveting shoes, rivets, screws, ribbed rods to be inserted through holes of the insert, brackets to be welded to the body of the insert, et cetera.
  • These accessories protrude from the body of the insert, and by being embedded in the concrete of the body of the component increase the cohesion between the insert and the component, thus increasing the resistance of the insert to separation from the component.
  • GB 399 581 discloses an anchor bolt for floors, ceiling and walls.
  • the aim of the present invention is to solve the problems described above by providing an anchoring insert to be embedded in prefabricated concrete components which, for an equal depth and shape, can have a higher resistance to separation from the component with respect to known types of anchoring inserts.
  • an object of the invention is to provide an anchoring insert which can be manufactured at extremely competitive costs and is simple to use.
  • Another object of the invention is to provide an anchoring insert which can ensure high resistance to separation from the component even without requiring additional elements.
  • Another object of the invention is to provide an insert which, by being able to have a reduced depth with respect to its resistance to separation, can be used for a wide range of components, including low-thickness components.
  • the anchoring insert generally designated by the reference numeral 1, comprises an insert body 2, which delimits a compartment 3 and is provided with a face 4 in which there is a main opening 5, which allows access to the compartment 3.
  • the anchoring insert 1 is designed to be embedded in the body of a concrete component 6 so that the face 4 is substantially flush with one face of the component and so that the remaining part of the insert is embedded in the body of the component 6.
  • FIG. 4 illustrates a connecting element 7 constituted by the threaded portion of a bolt with a T-shaped head, but the connecting element 7 can also be constituted by a different connecting element of a known type.
  • the body of the insert 2 has at least one secondary opening, which during the manufacture of the component 6, i.e., during the casting of the concrete, is adapted to allow the concrete to enter the compartment 3 so that it is occupied partially by the concrete.
  • Complete filling of the compartment 3 by the concrete is prevented by protection means, which can be inserted in the compartment 3 and prevent access of the concrete to a portion 3a of the compartment 3 which is connected to the main opening 5 and is designed to receive the connecting element 7.
  • the body of the insert 2 comprises a contoured plate element 8, preferably made of steel, which forms, inside the compartment 3, shoulders 8a, 8b, with which the connecting element 7 is to be engaged.
  • Such shoulders 8a, 8b are arranged laterally and on mutually opposite sides with respect to the main opening 5 and are directed away from the face 4.
  • the body of the insert 2 has an elongated shape with a substantially constant transverse cross-section, which is preferably substantially ⁇ -shaped, in which the main opening 5 is constituted by a slot which is elongated in the direction of the longitudinal extension of the body of the insert 2.
  • the main opening 5 is formed between the two end portions of the ⁇ , which face each other and end with two coplanar wings 9a, 9b, which constitute the face 4.
  • the at least one secondary opening through which the concrete can enter the compartment 3 can be formed at the longitudinal ends of the body of the insert 2, which can be completely open as a consequence of the folded plate-like structure of the body of the insert 2, as in the illustrated embodiment.
  • the secondary openings can be formed on the lateral surface of the body of the insert 2, for example on the sides of the ⁇ or, as shown, on the back of the ⁇ , which faces the main opening 5.
  • the secondary openings constituted by the open longitudinal ends of the body of the insert have been designated by the reference numerals 10a, 10b, while the secondary openings on the back of the body of the insert 2 have been designated by the reference numeral 10c.
  • the secondary openings 10a, 10b, 10c are preferably arranged symmetrically with respect to the central transverse cross-section of the body of the insert 2.
  • the number of the secondary openings 10c, as well as their shape and arrangement on the body of the insert 2, can vary depending on the degree of connection that is to be provided between the concrete located outside the body of the insert 2 and the concrete located inside it.
  • the protection means comprise an elastically deformable element 11, which can be inserted in the compartment 3 through the main opening 5 or laterally thereto before embedding the anchoring insert 1 in the component 6 and can be removed after the hardening of the concrete.
  • the elastically deformable element 11 can be constituted for example by a sponge or an elastic pad.
  • the elastically deformable element 11 can have various shapes, depending on the shape that is to be obtained for the portion 3a of the compartment 3 that is not occupied by the concrete and accordingly depending on the shape that is to be obtained for the portions of the compartment 3 that are occupied by the concrete.
  • the anchoring insert according to the invention can be completed with stiffening means for stiffening the body of the insert 2 proximate to the main opening 5, for example of the type as shown in the Italian patent application MI2000A-002792 by the same Applicants.
  • stiffening means may comprise a pair of strips or wings rigidly attached by welding, for example to the facing end portion of the ⁇ , along the main opening 5.
  • the anchoring insert according to the invention is designed to be arranged in the form work of a component, arranged so that its face 4 lies at a face of the component 6 to be provided.
  • the concrete besides surrounding externally the body of the insert 2, also enters the compartment 3 except for the portion 3a occupied by the elastically deformable element 11. After the hardening of the concrete, the elastically deformable element 11 is extracted from the compartment 3, thus freeing the portion 3a that is designed to be engaged by the connecting element 7.
  • the penetration of the concrete of the body of the component 6 within the compartment 3 is extremely important, since it firmly traps the anchoring insert 1 in the body of the component 6, achieving excellent resistance to separation of the insert from the compartment without necessarily resorting to additional anchoring elements which protrude from the insert and without requiting particular shapes which increase the depth of the body of the insert.
  • the secondary openings 10a, 10b and particularly the secondary openings 10c provide a sort of tacking between the concrete arranged externally and the concrete arranged inside the body of the insert 2.
  • the insert according to the invention is coupled in an optimum manner to the concrete in which it is inserted, which cooperates with the insert in withstanding the stresses transmitted through the insert to the body of the component 6.
  • Figures 7 and 8 illustrate schematically a concrete cone 12, which is affected by this transmission of forces and contrasts the extraction of the insert according to the invention from the body of the concrete component 6.
  • the anchoring insert according to the invention for an equal resistance to separation from the concrete component, can have a reduced depth with respect to known types of anchoring inserts.
  • the increase in cohesion between the insert and the concrete is achieved by using part of the compartment designed to accomodate the connecting element, in contrast with the general trend in the specific field, which has always been to protect as much as possible such compartment from any infiltration of concrete during the casting of the component.
  • the anchoring insert according to the invention fully achieves the intended aim, since thanks to the partial invasion of the internal compartment of the insert by the concrete it allows to achieve high cohesion with the concrete component even with a limited insert depth.
  • Another advantage of the insert according to the invention that arises from the high cohesion achieved with body of the concrete component is that it can also be produced with a reduced thickness and therefore allows a substantial saving in production costs.
  • the materials used although metallic materials are preferred for the manufacture of the anchoring insert, as well as the dimensions, may be any according to requirements and to the state of the art.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (13)

  1. Ankerschiene zum Einbetten in vorgefertigte Betonbauteile, insbesondere zum Versteifungen von Platten in Gebäuden oder zum Verankern anderer Elemente an den Bauteilen, mit einem Einlagekörper (2), der eine Kammer (3) begrenzt und eine Frontfläche (4) aufweist, die mit einer Hauptöffnung (5) versehen ist zum Erreichen der Kammer (3), wobei der Einlegekörper (2) in ein Betonbauteil (6) eingebettet ist, so dass die Frontfläche (4) im Wesentlichen mit der Fläche des Betonbauteiles (6) fluchtet, wobei ein Verbindungselement (7) in die Hauptöffnung (5) einbringbar ist, der Einlegekörper (2) wenigstens eine Sekundäröffnung (10a,10b,10c) aufweist, die es erlaubt, das der Beton des Bauteiles (6) in die Kammer (3) eindringt, wobei Schutzmittel (11) vorgesehen sind, die in die Kammer (3) einlegbar und eingepasst sind, um zu verhindern, dass der Beton von dem Bauteil (6) in einen Teil (3a) der Kammer eindringt, die mit der Hauptöffnung (5) verbunden ist und ausgebildet ist, um die Verbindungselemente (7) aufzunehmen, wobei die Schutzmittel ein elastisch verformbares Element (11) umfassen, welches in die Kammer (3) durch die Hauptöffnung (5) vor dem Einbetten der Ankerschiene (1) in das Betonbauteil (6) einsetzbar ist und nach Aushärten des Betons wieder entfernbar,
    dadurch gekennzeichnet,
    dass der Einlagekörper (2) ein profiliertes plattenähnliches Element (8) umfasst, welches innerhalb der Kammer (3) Eingriffsschultern (8a,8b) für das Verbindungselement (7) ausbildet, wobei die Schultern (8a,8b) seitlich und an wechselseitig gegenüberliegenden Seiten in Bezug auf die Hauptöffnung (5) angeordnet sind, wobei die Schultern in einem Abstand zur Hauptöffnung (5) derart ausgebildet ist, dass sie, wenn sie angebracht sind, sich unterhalb der Oberfläche des Betons befinden.
  2. Ankerschiene nach Anspruch 1,
    dadurch gekennzeichnet,
    dass der Einlegekörper (2) eine längliche Form aufweist mit im Wesentlichen konstantem Querschnitt, wobei die Hauptöffnung (5) entlang der Richtung gestreckt ist, die im Wesentlichen parallel zu der länglichen Ausdehnung des genannten Einlegekörpers (2) ist.
  3. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass die Frontfläche (4) des Einlegekörpers (2), in der die Hauptöffnung (5) ausgebildet ist, im Wesentlichen flach ist und gestaltet ist, um im Wesentlichen in Bezug auf die Oberfläche des Betonbauteiles (6), in das der Einlegekörper (2) eingebettet ist, koplanar zu sein.
  4. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass wenigstens eine Sekundäröffnung (10a,10b) an einem Längsende des Einlegekörpers (2) ausgebildet ist.
  5. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass wenigstens eine Sekundäröffnung wenigstens zwei Sekundäröffnungen (10a,10b,10c) umfasst, die symmetrisch in Bezug auf den zentralen Querschnittsbereich des Einlegekörpers (2) angeordnet sind.
  6. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass wenigstens eine Sekundäröffnung wenigstens drei Sekundäröffnungen (10c) aufweist, von denen zwei in der Nähe der Längsenden und eine im dazwischen liegenden Bereich des Einlegekörpers (2) angeordnet sind.
  7. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass die Sekundäröffnungen (10a,10b) durch die offenen Längsenden des Einlegekörpers (2) gebildet werden.
  8. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass die Sekundäröffnungen (10c) in der Seitenfläche des Einlegekörpers (2) ausgebildet sind.
  9. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass die Sekundäröffnungen (10) in der Fläche des Einlegekörpers (2) ausgebildet sind, die gegenüber in Bezug auf die Frontfläche (4), in der die Hauptöffnung (5) ausgebildet ist, liegt.
  10. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass die Querschnittsform des Einlegekörpers (2) im Wesentlichen ausgebildet ist wie der Buchstabe Ω, wobei die Hauptöffnung (5) zwischen den beiden beidseitigen Vorderbereichen des Set und mit Sekundäröffnungen (10a,10b) an den zwei offenen Längsenden des Einlegekörpers (2).
  11. Ankerschiene nach einem oder mehreren der vorangehenden Ansprüche,
    dadurch gekennzeichnet,
    dass es Aussteifungsmittel zur Versteifung des Einlegekörpers (2) in der Nähe der Hauptöffnung (5) aufweist.
  12. Ankerschiene nach den Ansprüchen 10 und 11,
    dadurch gekennzeichnet,
    dass die Versteifungsmittel ein Paar von Streifen oder Flügeln umfassen, die starr mit den Frontbereichen des Ω entlang der Hauptöffnung (5) verbunden sind.
  13. Vorgefertigtes Betonbauteil,
    dadurch gekennzeichnet,
    dass es wenigstens eine Ankerschiene (1) aufweist nach einem oder mehreren der vorangehenden Ansprüche, eingebettet in dem Körper des Bauteiles (6), so dass die Frontfläche (4) des Körpers der Einlage (2), in der sich die Hauptöffnung (5) befindet, im Wesentlichen mit der einen Fläche des Körpers des Bauteiles (6) fluchtet, wobei der Beton, der das Betonbauteil (6) bildet, einen Teil der Kammer (3) in Anspruch nimmt.
EP05017042A 2005-08-05 2005-08-05 Ankerschiene zum Einbetonieren Expired - Lifetime EP1749947B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
ES05017042T ES2379465T3 (es) 2005-08-05 2005-08-05 Inserción de anclaje para ser incrustada en componentes prefabricados de hormigón.
EP05017042A EP1749947B1 (de) 2005-08-05 2005-08-05 Ankerschiene zum Einbetonieren
AT05017042T ATE532915T1 (de) 2005-08-05 2005-08-05 Ankerschiene zum einbetonieren

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05017042A EP1749947B1 (de) 2005-08-05 2005-08-05 Ankerschiene zum Einbetonieren

Publications (2)

Publication Number Publication Date
EP1749947A1 EP1749947A1 (de) 2007-02-07
EP1749947B1 true EP1749947B1 (de) 2011-11-09

Family

ID=35501088

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05017042A Expired - Lifetime EP1749947B1 (de) 2005-08-05 2005-08-05 Ankerschiene zum Einbetonieren

Country Status (3)

Country Link
EP (1) EP1749947B1 (de)
AT (1) ATE532915T1 (de)
ES (1) ES2379465T3 (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008011413U1 (de) * 2008-08-27 2008-11-06 Frisch, Hans Befestigungsschiene aus Kunststoffmaterial
CN102061791A (zh) * 2010-08-12 2011-05-18 周嘉陵 复合装饰混凝土及工法
DE102013019733A1 (de) * 2013-11-27 2015-05-28 JORDAHL GmbH Verfahren zur pneumatischen Manipulation eines Betonbauteils
CN113250325B (zh) * 2021-06-21 2023-02-03 扬州工业职业技术学院 一种装配式节点及其施工方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB399581A (en) 1932-04-27 1933-10-12 Ernest John Thornber Roe Improvements in anchor bolt or like metal fittings for floors, ceilings and walls
DE8501359U1 (de) * 1985-01-12 1986-05-15 Halfeneisen GmbH & Co KG, 4000 Düsseldorf Ankerschiene
DE10014977A1 (de) * 2000-03-25 2001-09-27 Halfen Gmbh & Co Kg Profilschiene
DE10306511B3 (de) 2003-02-14 2004-07-22 Deutsche Kahneisen Gesellschaft Mbh Verfahren zur Herstellung einer Ankerschiene für die Bautechnik und Ankerschiene für die Bautechnik

Also Published As

Publication number Publication date
EP1749947A1 (de) 2007-02-07
ATE532915T1 (de) 2011-11-15
ES2379465T3 (es) 2012-04-26

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