EP3339525B1 - Dispositif destiné à relier deux composants séparés par un joint - Google Patents

Dispositif destiné à relier deux composants séparés par un joint Download PDF

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Publication number
EP3339525B1
EP3339525B1 EP16206446.3A EP16206446A EP3339525B1 EP 3339525 B1 EP3339525 B1 EP 3339525B1 EP 16206446 A EP16206446 A EP 16206446A EP 3339525 B1 EP3339525 B1 EP 3339525B1
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EP
European Patent Office
Prior art keywords
plate
joint
sleeve
components
separated
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.)
Active
Application number
EP16206446.3A
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German (de)
English (en)
Other versions
EP3339525A1 (fr
Inventor
Stefan Lips
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.)
FJ Aschwanden AG
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FJ Aschwanden AG
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Publication date
Application filed by FJ Aschwanden AG filed Critical FJ Aschwanden AG
Priority to EP16206446.3A priority Critical patent/EP3339525B1/fr
Priority to DK16206446.3T priority patent/DK3339525T3/da
Priority to ES16206446T priority patent/ES2786276T3/es
Publication of EP3339525A1 publication Critical patent/EP3339525A1/fr
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Publication of EP3339525B1 publication Critical patent/EP3339525B1/fr
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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
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints

Definitions

  • the present invention relates to a device for connecting two components separated by a joint, in particular from concrete, which is suitable for absorbing transverse forces acting in one direction and / or its opposite direction, comprising a mandrel, one region of which can be used in the second component is, and a sleeve which can be used in the first component and which serves to receive the other region of the mandrel, with reinforcing elements attached to the mandrel and to the sleeve, each of which has a first plate directed against the joint, on which on opposite sides Side bracket elements are attached, which extend away from the joint, and the first plate has an opening through which the mandrel or the sleeve is passed.
  • the mandrel-sleeve connection With such connections of components, high loads act on the mandrel-sleeve connection, particularly at the joint edge.
  • the concrete that surrounds the mandrel and the sleeve in these areas is very heavily loaded.
  • the mandrel and the sleeve in this area are each equipped with a plate which is additionally provided with bracket areas which protrude into the components.
  • bracket areas With these preferably made of steel plates with bracket areas the aim is to ensure that the forces to be transmitted to the component are distributed as widely as possible over a larger area in the concrete of the component. The fracture resistance of the concrete can be improved in these areas.
  • Such a mandrel-sleeve connection is, for example, the document EP 0 773 324 B1 removable. Since these plates attached to the mandrel or to the corresponding sleeve come to lie directly in the joint edge when inserted into the components, it is necessary to produce these plates and, if appropriate, the bracket areas attached to these plates from a non-rusting material, in order thereby to produce a to achieve a sufficiently long service life, but which materials have a correspondingly higher price.
  • the object of the present invention is now to provide a device for connecting two components separated by a joint, which are optimally suitable for absorbing the loads occurring at the joint edge of the two components and introducing them into the components and which are manufactured as inexpensively as possible can.
  • this object is achieved in that the respective first plate, the regions of the bracket elements attached to the first plate and the regions of the mandrel or sleeve which are adjacent to the respective plate are embedded in a plate-shaped element is formed from a high-strength mortar-like mass, which surrounds the first plate on all sides.
  • this plate-shaped element made of a high-strength mortar-like mass it is achieved that the joint area of the components to be connected is massively reinforced at the respective point where the connecting elements mandrel and sleeve are inserted. Since the first plates are enclosed on all sides by the mortar-like mass of the plate-shaped element, this first plate can be made from an inexpensive material; it does not have to be corrosion-resistant since it is completely sealed off. The forces to be absorbed by the respective mandrel and the sleeve are optimally determined by the respective first Transfer plate and the bracket elements to the plate-shaped element and introduced into the surrounding concrete of the respective components.
  • the mortar-like mass of the respective plate-shaped element is advantageously an ultra-high-performance fiber-reinforced concrete, as a result of which the strength of this plate-shaped element can be increased still further.
  • At least part of the side surfaces of the plate-shaped element is provided with projections and depressions, as a result of which it can be achieved that the anchoring in the concrete of the components is additionally improved.
  • the projections and depressions are designed as ribs and grooves, by means of which the transfer of the transverse forces from the mandrel and sleeve to the components and vice versa is additionally improved, the surface areas which absorb the forces are enlarged.
  • a further advantageous embodiment of the invention consists in that the bracket elements comprise further plates, and the end regions of the bracket elements facing away from the first plate are provided with bends. This ensures that the bracket areas are optimally anchored in the components.
  • the end regions of the bends lying opposite one another advantageously abut one another and are connected to one another and enclose the mandrel or the sleeve.
  • the anchoring of the mandrel and the sleeve in the respective components is improved by the closed loop of the first plate with the further plates and the enclosing of the mandrel or the sleeve.
  • bracket elements further comprise rod-shaped anchoring irons which are fastened to the first plate and / or to the further plates, what else is optimized if the rod-shaped anchoring irons are bent over in such a way that they form a ring.
  • FIG. 1 the sleeve 1 of the inventive device for connecting two components separated by a joint can be seen.
  • this sleeve 1 is equipped with reinforcing elements 2, the area of the sleeve 1 directed against the joint is provided with a plate-shaped element 3, which is completely penetrated by the sleeve 1, so that, as will be seen later is, the entrance to the sleeve 1 is free and the mandrel can be inserted into the sleeve 1.
  • This plate-shaped element 3 consists of a high-strength mortar-like mass, which can be, for example, an ultra-high-performance fiber-reinforced concrete.
  • the plate-shaped element 3 is rectangular, of course other shapes would also be conceivable, for example round, the two opposite side surfaces 4 are provided with projections 5 and depressions 6.
  • these projections 5 and depressions 6 can be applied distributed over all the surfaces forming the periphery of the plate-shaped element 3 or only on a part thereof.
  • These projections 5 and depressions 6 are designed as ribs 7 and grooves 8, which are aligned essentially parallel to the sleeve 1 in the embodiment shown here.
  • the projections 5 and depressions 6 can be designed as pins, the depressions could also have the shape of a pin.
  • the sleeve 1 can be seen, to which the reinforcing elements 2 are attached.
  • These reinforcing elements 2 have a first plate 9 directed against the joint, which is oriented essentially perpendicular to the sleeve 1 and which has an opening 10 through which the sleeve 1 is guided.
  • the first plate 9 and the sleeve 1, which are formed, for example, from a metallic material, are firmly connected to one another, for example by welding.
  • bracket elements 11 on opposite sides attached, which extend away from the joint.
  • These bracket elements 11 consist of two further plates 12, these further plates 12 and the first plate 9 can, for example, be made in one piece, the further plates 12 can be bent at right angles to the first plate 9.
  • the end regions of the further plate 12 facing away from the first plate 9 are provided with bends 13.
  • the end regions of the bends 13 lying opposite one another can abut one another and be connected to one another, for example by welding.
  • These bends 13 are designed such that the sleeve 1 is enclosed; here, too, the sleeve 1 can be connected to the bends 13 by welding.
  • rod-shaped anchoring irons 14 are attached and fastened, preferably also by welding, these anchoring irons 14, which are formed, for example, from reinforcing irons, are bent so that they form a rectangular ring, the End regions of these anchoring bars 14 facing away from the first plate 9 are designed to overlap one another; the overlapping regions are connected to one another.
  • Figure 2 shows the sleeve 1 with the attached first plate 9, the further plates 12 with the bends 13 and the anchoring iron 14.
  • the first plate 9, the regions adjacent to the first plate 9 of the further plates 12 attached to the first plate 9 and the regions of the sleeve 1 and the anchoring iron 14 adjacent to the first plate 9 are embedded in the plate-shaped element 3 .
  • the sleeve 1 with the bracket elements can be placed in a casting mold in a known manner, the high-strength mortar-like mass can be poured into this mold in a flowable state, it flows around and then encloses the corresponding elements and hardens.
  • the mold can be removed, the plate-shaped element 3 then completely surrounds the corresponding elements.
  • an inner diameter of the sleeve of 22 for example
  • the thickness of the plate-shaped element is approximately 50 millimeters
  • the length of the plate-shaped element 3 can then be, for example, approximately 135 millimeters, while the width is 110 millimeters.
  • these measurements can be adapted to the respective conditions. If thicker sleeves are used, the dimensions given above can be adjusted, for example, in proportion to the sleeve diameter.
  • the thickness of the overlap of the first plate 9 against the joint can be, for example, only about 10 millimeters in order to protect the first plate against corrosion. With normal concrete, from which the components to be connected are made, this dimension would have to be chosen much larger in order to be able to achieve complete corrosion protection.
  • FIG 5 the mandrel 15 of the inventive device for connecting two components separated by a joint is shown.
  • This mandrel 15 is in a similar manner as the sleeve 1, which to the Figures 1 to 4 has been described, equipped with reinforcing elements 2, the reinforcing elements 2 are also enclosed in the area adjacent to the joint with the corresponding plate-shaped element 3.
  • the mandrel 15 projects beyond the side of the plate-shaped element 3 facing the joint.
  • the side surfaces of the plate-shaped element 3 also have ribs 7 and grooves 8 here.
  • Figure 8 shows the mandrel 15, which is described as the sleeve 1 Figure 4 , passed through the opening 10 of the first plate 9 and connected to it, the further plates 12 attached to the first plate 9 with the bends 13 and the anchoring irons 14 fastened to the first plate 9 and to the further plates 12, each one Form a ring.
  • the mandrel 15 in the area of the first plate 9 and the front areas of the further plates 12 and the anchoring iron 14 are also enclosed by the plate-shaped element 3, as is also the case Figure 7 can be seen.
  • the structure of the mandrel device, shown in the Figures 5 to 8 thus corresponds to the structure of the sleeve device, shown in the Figures 1 to 4 ,
  • FIG. 1 to 8 an example has been presented of how the anchors 14 could be formed.
  • the anchoring irons 14 are designed here as a double U-shaped arch, of which two legs are each attached to one side of the first plate 9 and the further plates 12, which are connected to one another parallel to the further plates 12 on the side facing away from the first plate 9 are.
  • This embodiment of anchoring iron is in Figure 9 shown for a mandrel 15, of course, this embodiment can also be used for a sleeve.
  • other forms of anchoring iron are also possible.
  • Figure 10 shows a first component 16 and a second component 17, which consist of concrete, and which are connected to one another via the device according to the invention for connecting these two components.
  • the two components 16 and 17 are separated from one another in a known manner by a joint 18.
  • the sleeve 1 is arranged in the first component 16, while the mandrel 15 is inserted in the second component 17.
  • the sleeve 1 and the mandrel 15 are inserted into the first component 16 and the second component 17 in a known manner.
  • the sleeve 1 and the mandrel 15 are arranged in the components 16 and 17 such that the surface of the respective plate-shaped elements 3 directed against the joint 18 is flush with the edge regions of the first component 16 and second component 17 forming the joint 18.
  • the mutually directed edge regions of the first component 16 and the second component 17, through which the joint 18 is formed, in which the sleeve 1 and the mandrel 15 are inserted, are optimal strengthened.
  • the transverse forces acting on the sleeve 1 or the mandrel 15 are optimally transmitted in particular through the first plate 9, the bracket elements 11 and the plate-shaped elements 3 to the surrounding concrete of the first component 16 and the second component 17, the transmission takes place in a large area so that stress peaks that can act on the concrete of the first component 16 and the second component 17 can be kept low.
  • the first plate 9 is completely enclosed by the respective plate-shaped element 3
  • the further reinforcing elements which protrude above the plate-shaped element 3 are completely enclosed by the concrete of the first component 16 or the second component 17, so that they cannot corrode and consequently can be made from normal, inexpensive steel.
  • the mandrel 15 and the sleeve 1 are made of a corrosion-resistant material, which makes the whole device inexpensive.
  • the projections 5 and depressions 6 ( Figure 1 ) on the one hand the improvement of the anchoring of the plate-shaped element 3 in the two components 16 and 17, and in addition the transmission area for the forces is increased.
  • the rear end of the sleeve 1 is covered with an attached cap.

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

Claims (8)

  1. Dispositif destiné à relier deux éléments de construction (16, 17), en particulier en béton, qui sont séparés par un joint (18), lequel dispositif est approprié pour absorber des forces transversales agissant dans une direction et/ou sa direction opposée, comprenant un mandrin (15), dont une partie peut être insérée dans le deuxième élément de construction (17), et un manchon (1) qui peut être inséré dans le premier élément de construction (16), et qui sert à recevoir l'autre partie du mandrin (15), avec des éléments de renforcement (2) installés sur le mandrin (15) et sur le manchon (1), lesquels éléments de renforcement présentent chacun une première plaque (9) dirigée en direction du joint (18), sur laquelle des étriers (11) sont installés de part et d'autre, lesquels étriers s'étendent dans une direction d'éloignement du joint (18), et la première plaque (9) possède une ouverture (10) à travers laquelle respectivement le mandrin (15) et le manchon (1) sont menés, caractérisé en ce que la première plaque respective (9), les zones bordant la première plaque, des étriers (11) installés sur la première plaque (9), et les zones bordant la première plaque respective, du mandrin (15) ou respectivement le manchon (1) sont noyés dans un élément en forme de plaque (3), qui est constitué d'une masse telle que du mortier à résistance élevée, recouvrant la première plaque (9) de tous les côtés.
  2. Dispositif destiné à relier deux éléments de construction (16, 17) séparés par un joint (18) selon la revendication 1, caractérisé en ce que la masse telle que du mortier est un béton à ultra haute performance renforcé par des fibres.
  3. Dispositif destiné à relier deux éléments de construction (16, 17) séparés par un joint (18) selon la revendication 1 ou 2, caractérisé en ce qu'au moins une partie des surfaces latérales (4) de l'élément en forme de plaque (3) sont munies de saillies (5) et de renfoncements (6).
  4. Dispositif destiné à relier deux éléments de construction (16, 17) séparés par un joint (18) selon la revendication 3, caractérisé en ce que les saillies (5) et les renfoncements (6) sont réalisés sous forme de nervures (7) et de sillons (8).
  5. Dispositif destiné à relier deux éléments de construction (16, 17) séparés par un joint (18) selon l'une des revendications 1 à 4, caractérisé en ce que les étriers (11) comprennent d'autres plaques (12), et les zones d'extrémités des étriers (11) opposées à la première plaque (9) sont équipées de courbures (13).
  6. Dispositif destiné à relier deux éléments de construction (16, 17) séparés par un joint (18) selon la revendication 5, caractérisé en ce que les zones d'extrémité des courbures (13) situées à l'opposé l'une de l'autre se jouxtent, sont mutuellement reliées l'une à l'autre, et entourent le mandrin (15) ou respectivement le manchon (1).
  7. Dispositif destiné à relier deux éléments de construction (16, 17) séparés par un joint (18) selon l'une des revendications 1 à 6, caractérisé en ce que les étriers (11) comprennent en outre des barres d'ancrage en forme de tige (14), qui sont fixées à la première plaque (9) et/ou aux autres plaques (12).
  8. Dispositif destiné à relier deux éléments de construction (16, 17) séparés par un joint (18) selon la revendication 7, caractérisé en ce que les barres d'ancre sous forme de tige (14) sont recourbées de telle manière qu'elles forment un anneau.
EP16206446.3A 2016-12-22 2016-12-22 Dispositif destiné à relier deux composants séparés par un joint Active EP3339525B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP16206446.3A EP3339525B1 (fr) 2016-12-22 2016-12-22 Dispositif destiné à relier deux composants séparés par un joint
DK16206446.3T DK3339525T3 (da) 2016-12-22 2016-12-22 Indretning til forbindelse af to via en sammenføjning adskilte komponenter
ES16206446T ES2786276T3 (es) 2016-12-22 2016-12-22 Dispositivo para unir dos componentes separados por una junta

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16206446.3A EP3339525B1 (fr) 2016-12-22 2016-12-22 Dispositif destiné à relier deux composants séparés par un joint

Publications (2)

Publication Number Publication Date
EP3339525A1 EP3339525A1 (fr) 2018-06-27
EP3339525B1 true EP3339525B1 (fr) 2020-02-12

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EP16206446.3A Active EP3339525B1 (fr) 2016-12-22 2016-12-22 Dispositif destiné à relier deux composants séparés par un joint

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EP (1) EP3339525B1 (fr)
DK (1) DK3339525T3 (fr)
ES (1) ES2786276T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3960944A1 (fr) 2020-08-28 2022-03-02 H-Bau Technik GmbH Dispositif de liaison par force transversale d'un premier composant en béton à un second composant

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE59600361D1 (de) 1995-11-07 1998-08-27 F J Aschwanden Ag Vorrichtung zum Verbinden und zur Aufnahme von Querkräften von zwei durch eine Fuge getrennten Bauteilen
JP3946554B2 (ja) * 2002-03-22 2007-07-18 石川島建材工業株式会社 継手具
DK2982807T3 (en) * 2014-08-07 2017-06-06 F J Aschwanden Ag Device for connecting two building elements separated by a joint

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3960944A1 (fr) 2020-08-28 2022-03-02 H-Bau Technik GmbH Dispositif de liaison par force transversale d'un premier composant en béton à un second composant
DE102020005274A1 (de) 2020-08-28 2022-03-03 H-Bau Technik Gmbh Vorrichtung zur Querkraftverbindung eines ersten Bauteils aus Beton mit einem zweiten Bauteil

Also Published As

Publication number Publication date
ES2786276T3 (es) 2020-10-09
EP3339525A1 (fr) 2018-06-27
DK3339525T3 (da) 2020-03-16

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