EP3339525A1 - 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
EP3339525A1
EP3339525A1 EP16206446.3A EP16206446A EP3339525A1 EP 3339525 A1 EP3339525 A1 EP 3339525A1 EP 16206446 A EP16206446 A EP 16206446A EP 3339525 A1 EP3339525 A1 EP 3339525A1
Authority
EP
European Patent Office
Prior art keywords
plate
joint
sleeve
mandrel
components
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
Application number
EP16206446.3A
Other languages
German (de)
English (en)
Other versions
EP3339525B1 (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
Original Assignee
FJ Aschwanden AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FJ Aschwanden AG filed Critical FJ Aschwanden AG
Priority to ES16206446T priority Critical patent/ES2786276T3/es
Priority to EP16206446.3A priority patent/EP3339525B1/fr
Priority to DK16206446.3T priority patent/DK3339525T3/da
Publication of EP3339525A1 publication Critical patent/EP3339525A1/fr
Application granted granted Critical
Publication of EP3339525B1 publication Critical patent/EP3339525B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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 of concrete, which is suitable for receiving transverse forces acting in one direction and / or in the opposite direction, comprising a mandrel whose one region can be inserted in the second component is, and a sleeve, which is used in the first component, and which serves to receive the other portion of the mandrel, with attached to the mandrel and the sleeve reinforcing elements, each having a facing against the joint first plate, on which at opposite Side bracket members are attached, which extend away from the joint, and the first plate has an opening through which each of the mandrel and the sleeve is guided.
  • mandrel-sleeve connections are known which are known in many ways. About this mandrel-sleeve connection occurring between the components transverse forces can be optimally transmitted, the respective mandrel is held longitudinally displaceable in the corresponding sleeve, the expansions of the components can be compensated.
  • Such a mandrel-sleeve connection is for example the document EP 0 773 324 B1 removable. Since these mounted on the mandrel or on the corresponding sleeve plates come to rest in the state used in the components directly in the joint edge, it is necessary to produce these plates and possibly attached to these plates strap areas of a non-rusting material, thereby a to achieve a sufficiently long service life, but which materials have a correspondingly higher price.
  • the object of the present invention is therefore to provide a device for connecting two separate components by a joint, which are optimally suitable to absorb the stresses occurring at the joint edge of the two components and to initiate the components and which are produced as inexpensively can.
  • this object is achieved in that the respective first plate, the adjacent to the first plate portions of the attached to the first plate members and the adjacent to the respective plate areas of the mandrel or the sleeve are embedded in a plate-shaped element, the is formed of a high-strength mortar-like mass, which encloses the first plate on all sides.
  • this plate-shaped element By attaching this plate-shaped element of a high-strength mortar-like mass is achieved that the joint region of the components to be joined at the respective location where the connecting elements mandrel and sleeve are used, is massively reinforced.
  • this first plate By the first plates are surrounded on all sides by the mortar-like mass of the plate-shaped element, this first plate can be made of a low-cost material, it does not have to be corrosion resistant, since it is completely closed.
  • the forces to be absorbed by the respective mandrel and the sleeve are optimally over the respective first Transfer plate and the ironing elements on 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 an ultra high-performance fiber-reinforced concrete, whereby the strength of this plate-shaped element can still be increased.
  • At least a part of the side surfaces of the plate-shaped element is provided with projections and recesses, whereby it can be achieved that the anchoring in the concrete of the components is additionally improved.
  • the projections and depressions are formed as ribs and grooves, by means of which the transmission of the transverse forces from the mandrel and sleeve to the components and vice versa additionally improved, the surface areas which absorb the forces are increased.
  • stirrup elements comprise further plates, and the end portions of the stirrup elements facing away from the first plate are provided with bends. This ensures that the ironing areas are optimally anchored in the components.
  • the end portions of the opposing bends abut each other and are interconnected and enclose the mandrel or the sleeve.
  • the closed loop of the first plate with the other plates and the enclosing of the mandrel or the sleeve, the anchoring of the mandrel and the sleeve is improved in the respective components.
  • the ironing elements further comprise rod-shaped anchoring iron, which are attached to the first plate and / or to the other plates, what else is optimized when the rod-shaped anchoring iron are bent so that they form a ring.
  • FIG. 1 is the sleeve 1 of the inventive device for connecting two separated by a joint components visible.
  • This sleeve 1 is, as will be described in detail later, equipped with reinforcing elements 2, directed against the joint area of the sleeve 1 is provided with a plate-shaped element 3, which is completely penetrated by the sleeve 1, so that, as seen later is, the input 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, this may for example be an ultra-high-performance fiber reinforced concrete.
  • the plate-shaped element 3 is rectangular in shape, of course, other shapes would be conceivable, for example, round, the two opposite side surfaces 4 are provided with projections 5 and recesses 6.
  • these protrusions 5 and depressions 6 can be distributed over all the surfaces forming the circumference of the plate-shaped element 3 or only on a part thereof.
  • These projections 5 and depressions 6 are formed as ribs 7 and grooves 8, which are aligned in the embodiment shown here substantially parallel to the sleeve 1.
  • the projections 5 and depressions 6 form differently and differently oriented.
  • the projections 5 may be formed as pins, the recesses 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 directed against the joint first plate 9, which is aligned substantially perpendicular to the sleeve 1, and having an opening 10 through which the sleeve 1 is passed.
  • the first plate 9 and the sleeve 1, which are formed for example of a metallic material, are firmly connected to each other, for example by welding.
  • ironing elements 11 are on opposite sides attached, which extend away from the joint.
  • These ironing elements 11 consist of two further plates 12, these further plates 12 and the first plate 9 can be made, for example, in one piece, the other plates 12 can be bent at right angles relative to the first plate 9.
  • the first plate 9 facing away from end portions of the further plate 12 are provided with bends 13.
  • the end portions of the opposing bends 13 may abut each other and be joined together, for example by welding. These bends 13 are formed so that the sleeve 1 is enclosed, here too, the sleeve 1 can be connected to the bends 13 by welding.
  • anchoring iron 14 At the lateral surfaces of the first plate 9 and the further plate 12 rod-shaped anchoring iron 14 are mounted and secured, preferably also by welding, these anchoring iron 14, which are formed for example of reinforcing iron, are bent so that they form a rectangular ring, said the first plate 9 facing away end portions of this anchoring iron 14 are formed overlapping each other, the overlapping areas are interconnected.
  • FIG. 2 shows the sleeve 1 with the first plate 9 attached thereto, the other plates 12 with the bends 13 and the anchoring iron 14.
  • the first plate 9 which is adjacent to the first plate 9 areas of the attached to the first plate 9 further plates 12 and adjacent to the first plate 9 portions of the sleeve 1 and the anchoring iron 14 embedded in the plate-shaped element 3 .
  • the sleeve 1 can be placed in a mold with the bracket elements in a known manner, the high-strength mortar-like mass can be poured in a flowable state in this form, it flows around and then encloses the corresponding elements and cures.
  • the mold can be removed, the plate-shaped element 3 then completely encloses the corresponding elements.
  • the thickness of the plate-shaped element is about 50 millimeters
  • the length of the plate-shaped element 3 can then be for example about 135 millimeters, while the width is 110 millimeters.
  • these measurements can be adapted to the particular conditions occurring. If thicker sleeves are used, the previously indicated dimensions can be adjusted, for example, proportionally to the sleeve diameter.
  • this first plate 9 Due to the complete enclosure, in particular of the first plate 9 through the plate-shaped element 3 against the joint, this first plate 9 is protected against corrosion, it can thereby be used a favorable material that does not have to be corrosion resistant.
  • the thickness of the overlap of the first plate 9 against the joint may 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 joined are made, this measure would have to be chosen significantly larger in order to achieve complete protection against corrosion can.
  • FIG. 3 is to see the plate-shaped element 3 with the ribs 7 and grooves 8, in which the sleeve 1 is inserted.
  • 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, to the FIGS. 1 to 4 has been described, equipped with reinforcing elements 2, the reinforcing elements 2 are also enclosed in the region 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 here also have ribs 7 and grooves 8.
  • FIG. 8 shows the mandrel 15, described as the sleeve 1, too FIG. 4 , is guided through the opening 10 of the first plate 9 and connected thereto, the attached to the first plate 9 further plates 12 with the bends 13 and attached to the first plate 9 and the other plates 12 anchoring iron 14, each one Form ring.
  • FIG. 5 described is also the mandrel 15 in the region of the first plate 9 and the front portions of the further plates 12 and the anchoring iron 14 enclosed by the plate-shaped element 3, as is also apparent from FIG. 7 is apparent.
  • the structure of the mandrel device, shown in the FIGS. 5 to 8 thus corresponds to the structure of the sleeve device, shown in the FIGS. 1 to 4 ,
  • FIGS. 1 to 8 an example has been illustrated of how the anchoring bars 14 could be formed.
  • the anchoring iron 14 are here formed as a double U-shaped arc, of which two legs are each attached to one side of the first plate 9 and the other plates 12, each connected to the first plate 9 side facing away from the other plates 12 together are.
  • This embodiment of anchoring iron is in FIG. 9 shown for a mandrel 15, of course, this embodiment can be readily used for a sleeve.
  • other embodiments of anchoring iron are possible.
  • FIG. 10 shows a first component 16 and a second component 17, which consist of concrete, and which are connected to each other via the inventive device for connecting these two components.
  • the two components 16 and 17 are separated by a joint 18 in a known manner.
  • 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 used in a known manner when concreting the first component 16 and the second component 17 in this.
  • sleeve 1 and mandrel 15 are arranged in the components 16 and 17 such that the directed against the joint 18 surface of the respective plate-shaped elements 3 with the joint 18 forming edge regions of the first component 16 and second component 17 are flush.
  • the oppositely 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 in an optimal manner strengthened.
  • the transverse forces acting on the sleeve 1 and the mandrel 15 are transmitted in an optimal manner in particular by 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 voltage spikes 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 beyond the plate-shaped element 3 are completely enclosed by the concrete of the first component 16 and of the second component 17, respectively. so that they can not corrode and can consequently be made from a normal, inexpensive steel.
  • the mandrel 15 and the sleeve 1 are made of a corrosion-resistant material, whereby the whole device is inexpensive.
  • the projections 5 and recesses 6 ( FIG. 1 On the one hand the improvement of the anchoring of the plate-shaped element 3 in the two components 16 and 17, also the transfer 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)
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
ES16206446T ES2786276T3 (es) 2016-12-22 2016-12-22 Dispositivo para unir dos componentes separados por una junta
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

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

Family

ID=57614217

Family Applications (1)

Application Number Title Priority Date Filing Date
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)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020005274A1 (de) 2020-08-28 2022-03-03 H-Bau Technik Gmbh Vorrichtung zur Querkraftverbindung eines ersten Bauteils aus Beton mit einem zweiten Bauteil

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0773324B1 (fr) 1995-11-07 1998-07-22 F.J. Aschwanden AG Dispositif pour la connection et la transmission des forces transversales entre deux structures séparées par un joint
JP2003278491A (ja) * 2002-03-22 2003-10-02 Ishikawajima Constr Materials Co Ltd 継手具
EP2982807A1 (fr) * 2014-08-07 2016-02-10 F.J. Aschwanden AG Dispositif destiné à relier deux composants séparés par un joint

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0773324B1 (fr) 1995-11-07 1998-07-22 F.J. Aschwanden AG Dispositif pour la connection et la transmission des forces transversales entre deux structures séparées par un joint
JP2003278491A (ja) * 2002-03-22 2003-10-02 Ishikawajima Constr Materials Co Ltd 継手具
EP2982807A1 (fr) * 2014-08-07 2016-02-10 F.J. Aschwanden AG Dispositif destiné à relier deux composants séparés par un joint

Also Published As

Publication number Publication date
DK3339525T3 (da) 2020-03-16
ES2786276T3 (es) 2020-10-09
EP3339525B1 (fr) 2020-02-12

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