EP1749947A1 - Ankerschiene zum Einbetonieren - Google Patents
Ankerschiene zum Einbetonieren Download PDFInfo
- Publication number
- EP1749947A1 EP1749947A1 EP05017042A EP05017042A EP1749947A1 EP 1749947 A1 EP1749947 A1 EP 1749947A1 EP 05017042 A EP05017042 A EP 05017042A EP 05017042 A EP05017042 A EP 05017042A EP 1749947 A1 EP1749947 A1 EP 1749947A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- insert
- anchoring
- concrete
- 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.)
- Granted
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 53
- 238000000926 separation method Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000005266 casting Methods 0.000 description 3
- 238000000605 extraction Methods 0.000 description 3
- 230000000670 limiting effect Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000002860 competitive effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000036961 partial effect Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
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.
- 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.
- 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 which delimits a compartment and has a face provided with a main opening for accessing said compartment, said insert body being embeddable in a concrete component so that said face is substantially flush with a face of said concrete component, a connecting element being insertable in said main opening, characterized in that said insert body has at least one secondary opening which is adapted to allow the concrete of said component to enter said compartment, protection means being provided which can be inserted in said compartment and are adapted to prevent the concrete of the component from accessing a portion of said compartment which is connected to said main opening and is designed to receive said connecting element.
- 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 published document 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 formwork 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 requiring 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.
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)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP05017042A EP1749947B1 (de) | 2005-08-05 | 2005-08-05 | Ankerschiene zum Einbetonieren |
AT05017042T ATE532915T1 (de) | 2005-08-05 | 2005-08-05 | Ankerschiene zum einbetonieren |
ES05017042T ES2379465T3 (es) | 2005-08-05 | 2005-08-05 | Inserción de anclaje para ser incrustada en componentes prefabricados de hormigón. |
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 true EP1749947A1 (de) | 2007-02-07 |
EP1749947B1 EP1749947B1 (de) | 2011-11-09 |
Family
ID=35501088
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05017042A Not-in-force 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) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010022696A1 (de) * | 2008-08-27 | 2010-03-04 | Hans Frisch | Befestigungsschiene aus kunststoffmaterial |
WO2012019382A1 (zh) * | 2010-08-12 | 2012-02-16 | Zhou Jialing | 复合装饰混凝土及其制造方法 |
EP2878744A1 (de) * | 2013-11-27 | 2015-06-03 | Jordahl GmbH | Verfahren zur pneumatischen Manipulation eines Betonbauteils |
CN113250325A (zh) * | 2021-06-21 | 2021-08-13 | 扬州工业职业技术学院 | 一种装配式节点及其施工方法 |
Citations (4)
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 |
-
2005
- 2005-08-05 ES ES05017042T patent/ES2379465T3/es active Active
- 2005-08-05 EP EP05017042A patent/EP1749947B1/de not_active Not-in-force
- 2005-08-05 AT AT05017042T patent/ATE532915T1/de active
Patent Citations (4)
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 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010022696A1 (de) * | 2008-08-27 | 2010-03-04 | Hans Frisch | Befestigungsschiene aus kunststoffmaterial |
WO2012019382A1 (zh) * | 2010-08-12 | 2012-02-16 | Zhou Jialing | 复合装饰混凝土及其制造方法 |
EP2878744A1 (de) * | 2013-11-27 | 2015-06-03 | Jordahl GmbH | Verfahren zur pneumatischen Manipulation eines Betonbauteils |
CN113250325A (zh) * | 2021-06-21 | 2021-08-13 | 扬州工业职业技术学院 | 一种装配式节点及其施工方法 |
Also Published As
Publication number | Publication date |
---|---|
ES2379465T3 (es) | 2012-04-26 |
ATE532915T1 (de) | 2011-11-15 |
EP1749947B1 (de) | 2011-11-09 |
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