EP1749947B1 - Anchoring insert for embedding in concrete - Google Patents

Anchoring insert for embedding in concrete 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
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Not-in-force
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EP05017042A
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German (de)
French (fr)
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EP1749947A1 (en
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 EP05017042A priority Critical patent/EP1749947B1/en
Priority to AT05017042T priority patent/ATE532915T1/en
Priority to ES05017042T priority patent/ES2379465T3/en
Publication of EP1749947A1 publication Critical patent/EP1749947A1/en
Application granted granted Critical
Publication of EP1749947B1 publication Critical patent/EP1749947B1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4107Longitudinal 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)

Abstract

A concrete component embedded anchoring insert for bracing panels in buildings, and prefabricated concrete component provided therewith, the anchoring insert comprising an insert body (2) delimiting a compartment (3) and having a face (4) with a main access opening (5). The insert body (2) can be embedded in the concrete component (6) so that the face (4) is substantially flush with a face of the concrete component. A connecting element (7) can be inserted in the main opening (5). The insert body (2) has at least one secondary opening (10a,10b,10c) allowing concrete of the component body to enter the compartment (3), and a protection (11) provided in the compartment (3) adapted to prevent the concrete from accessing a portion (3a) of the compartment (3) which is designed to receive the connecting element (7).

Description

  • 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. Such 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.
  • 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. Typically, 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.
  • One fundamental technical problem in the design of these inserts is to achieve the intended resistance of the insert to separation from the component in which it is embedded, with a minimal depth of the insert, where depth is the dimension of the insert at right angles to the face of the component that supports the insert and generally is the dimension of the insert along the thickness of the component.
  • 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.
  • Currently, in order to meet this need, 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.
  • Moreover, 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.
  • All these refinements suffer the drawback of complicating the manufacture of the insert and often do not allow to combine a preset resistance to separation with the intended depth for the insert.
  • DE 103 06 511 discloses an anchoring insert as defined in the preamble of claim 1.
  • 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.
  • Within this aim, 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.
  • This aim and these and other objects which will become better apparent hereinafter are achieved by an anchoring insert as defined in claim 1.
  • Further characteristics and advantages of the invention will become better apparent from the description of a preferred but not exclusive embodiment of the anchoring insert according to the invention, illustrated by way of non-limiting example in the accompanying drawings, wherein:
    • Figure 1 is a perspective view of an anchoring insert according to the invention with the protection means;
    • Figure 2 is a partially sectional perspective view of a concrete component, taken at an anchoring insert according to the invention provided with the protection means;
    • Figure 3 is a perspective view of a prefabricated concrete panel with two anchoring inserts according to the invention;
    • Figure 4 is an enlarged-scale view of a detail of Figure 3 with a connecting element engaged in an anchoring insert;
    • Figure 5 is a perspective view of a portion of a concrete component with an anchoring insert according to the invention;
    • Figure 6 is a sectional view of Figure 5, taken along the line VI-VI;
    • Figure 7 is a sectional view, taken in a manner similar to Figure 6, of the concrete cone which contrasts the extraction of the insert from the body of the component;
    • Figure 8 is a sectional view of Figure 7, taken along the line VIII-VIII, of the concrete cone which contrasts the extraction of the insert from the body of the component.
  • With reference to the figures, the anchoring insert according to the invention, 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.
  • It is possible to insert in the main opening 5, when the anchoring element 1 is embedded in the component 6, a connecting element 7 in order to connect the component 6 to other parts of a building. Figure 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.
  • According to the invention, 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.
  • Conveniently, 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 Ω-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. In practice, in the illustrated embodiment, the main opening 5 is formed between the two end portions of the Ω, 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.
  • As an alternative, or in combination, the secondary openings can be formed on the lateral surface of the body of the insert 2, for example on the sides of the Ω or, as shown, on the back of the Ω, which faces the main opening 5.
  • In the illustrated embodiment, 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.
  • It is possible to provide, on the back of the body of the insert 2, at least two secondary openings 10c, located proximate to the longitudinal ends of the body of the insert 2, or at least three secondary openings 10c, of which two are located proximate to the longitudinal ends and one is located in an intermediate region of the body of the insert 2.
  • It should be noted that 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.
  • Preferably, 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. Such stiffening means may comprise a pair of strips or wings rigidly attached by welding, for example to the facing end portion of the Ω, along the main opening 5.
  • In practice, 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.
  • During the casting of the concrete to produce the component 6, 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.
  • It should be noted that 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. In this manner, 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.
  • Thanks to this fact, 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.
  • It should be noted that in the anchoring insert according to the invention 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.
  • In practice it has been found that 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 anchoring insert thus conceived is susceptible of numerous modifications and variations, all of which are within the scope of the appended claims; all the details may further be replaced with other technically equivalent elements.
  • In practice, 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.
  • Where technical features mentioned in any claim are followed by reference signs, those reference signs have been included for the sole purpose of increasing the intelligibility of the claims and accordingly, such reference signs do not have any limiting effect on the interpretation of each element identified by way of example by such reference signs.

Claims (13)

  1. An anchoring insert to be embedded in prefabricated concrete components, particularly for bracing panels in buildings or for anchoring other elements to the component, comprising an insert body (2) which delimits a compartment (3) and has, a face (4) provided with a main opening (5) for accessing said compartment (3), said insert body (2) being embeddable in a concrete component (6) so that said face (4) is substantially flush with a face of said concrete component (6), a connecting element (7) being insertable in said main opening (5), said insert body (2) having at least one secondary opening (10a,10b,10c) which is adapted to allow the concrete of said component (6) to enter said compartment (3), protection means (11) being provided which can be inserted in said compartment (3) and are adapted to prevent the concrete of the component (6) from accessing a portion (3a) of said compartment (3) which is connected to said main opening (5) and is designed to receive said connecting element (7), said protection means comprising an elastically deformable element (11), which can be inserted in said compartment (3) through said main opening (5) before embedding the anchoring insert (1) in the concrete component (6) and can be removed after the hardening of the concrete, characterized in that said insert body (2) comprises a contoured plate-like element (8) which forms, inside said compartment (3), engagement shoulders (8a,8b) for said connecting element, (7), said shoulders (8a,8b) being arranged laterally and on mutually opposite sides with respect to said main opening (5), said shoulders being formed at a distance from said main opening (5) so as to be located, when installed, below the surface of the concrete.
  2. The anchoring insert according to claim 1, characterized in that said insert body (2) has an elongated shape with a substantially constant transverse cross-section, said main opening (5) being elongated along a direction that is substantially parallel to the longitudinal extension of said insert body (2).
  3. The anchoring insert according to one or more of the preceding claims, characterized in that said face (4) of the insert body (2) in which said main opening (5) is formed is substantially flat and is designed to be substantially coplanar with respect to a face of the concrete component (6) that embeds said insert body (2).
  4. The anchoring insert according to one or more of the preceding claims, characterized in that said at least one secondary opening (10a,10b) is formed at a longitudinal end of said insert body (2).
  5. The anchoring insert according to one or more of the preceding claims, characterized in that said at least one secondary opening comprises at least two secondary openings (10a,10b,10c) arranged symmetrically with respect to a transverse central cross-section of said insert body (2).
  6. The anchoring insert according to one or more of the preceding claims, characterized in that said at least one secondary opening comprises at least three secondary openings (10c), of which two are arranged proximate to the longitudinal ends and one is arranged in an intermediate region of said insert body (2).
  7. The anchoring insert according to one or more of the preceding claims, characterized in that said secondary openings (10a,10b) are constituted by the open longitudinal ends of said insert body (2).
  8. The anchoring insert according to one or more of the preceding claims, characterized in that said secondary openings (10c) are formed on the lateral surface of said insert body (2).
  9. The anchoring insert according to one or more of the preceding claims, characterized in that said secondary openings (10c) are formed on a face of said insert body (2) that lies opposite with respect to the face (4) on which said main opening (5) is formed.
  10. The anchoring insert according to one or more of the preceding claims, characterized in that the transverse cross-section of said insert body (2) is substantially shaped like a letter Ω with said main opening (5) formed between the two mutually facing portions of the Ω and with secondary openings (10a,10b) at the two open longitudinal ends of said insert body (2).
  11. The anchoring insert according to one or more of the preceding claims, characterized in that it comprises stiffening means for stiffening said insert body (2) proximate to said main opening (5).
  12. The anchoring insert of claims 10 and 11, characterized in that said stiffening means comprises a pair of strips or wings rigidly connected to the facing portions of the Ω, along said main opening (5).
  13. A prefabricated concrete component, characterized in that it has at least one anchoring insert (1) according to one or more of the preceding claims embedded within the body of the component (6) so that said face (4) of the body of the insert (2) in which said main opening (5) is formed is substantially flush with one face of the body of the component (6), the concrete that constitutes said body of the component (6) occupying part of said compartment (3).
EP05017042A 2005-08-05 2005-08-05 Anchoring insert for embedding in concrete Not-in-force EP1749947B1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP05017042A EP1749947B1 (en) 2005-08-05 2005-08-05 Anchoring insert for embedding in concrete
AT05017042T ATE532915T1 (en) 2005-08-05 2005-08-05 ANCHOR RAIL FOR CONCRETING IN CONCRETE
ES05017042T ES2379465T3 (en) 2005-08-05 2005-08-05 Anchor insert to be embedded in precast concrete components.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05017042A EP1749947B1 (en) 2005-08-05 2005-08-05 Anchoring insert for embedding in concrete

Publications (2)

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

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EP05017042A Not-in-force EP1749947B1 (en) 2005-08-05 2005-08-05 Anchoring insert for embedding in concrete

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EP (1) EP1749947B1 (en)
AT (1) ATE532915T1 (en)
ES (1) ES2379465T3 (en)

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DE202008011413U1 (en) * 2008-08-27 2008-11-06 Frisch, Hans Mounting rail made of plastic material
CN102061791A (en) * 2010-08-12 2011-05-18 周嘉陵 Compounding architectural concrete and processing method
DE102013019733A1 (en) * 2013-11-27 2015-05-28 JORDAHL GmbH Method for the pneumatic manipulation of a concrete component
CN113250325B (en) * 2021-06-21 2023-02-03 扬州工业职业技术学院 Assembly type node and construction method thereof

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DE10306511B3 (en) 2003-02-14 2004-07-22 Deutsche Kahneisen Gesellschaft Mbh Manufacturing method for anchor rail used in construction industry using 2 half shells formed from metal sheet material

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ES2379465T3 (en) 2012-04-26
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