EP0773324B2 - Vorrichtung zum Verbinden und zur Aufnahme von Querkräften von zwei durch eine Fuge getrennten Bauteilen - Google Patents

Vorrichtung zum Verbinden und zur Aufnahme von Querkräften von zwei durch eine Fuge getrennten Bauteilen Download PDF

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Publication number
EP0773324B2
EP0773324B2 EP96810712A EP96810712A EP0773324B2 EP 0773324 B2 EP0773324 B2 EP 0773324B2 EP 96810712 A EP96810712 A EP 96810712A EP 96810712 A EP96810712 A EP 96810712A EP 0773324 B2 EP0773324 B2 EP 0773324B2
Authority
EP
European Patent Office
Prior art keywords
plate
flange
sheath
bolt
mandrel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP96810712A
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German (de)
English (en)
French (fr)
Other versions
EP0773324A1 (de
EP0773324B1 (de
Inventor
Urs Dr. Oelhafen
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
Nivo 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
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Application filed by Nivo AG filed Critical Nivo AG
Publication of EP0773324A1 publication Critical patent/EP0773324A1/de
Application granted granted Critical
Publication of EP0773324B1 publication Critical patent/EP0773324B1/de
Publication of EP0773324B2 publication Critical patent/EP0773324B2/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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 and absorbing transverse forces of two components separated by a joint, in particular of concrete, according to the preamble of claim 1.
  • Such a device is known from EP-0,059,171.
  • Such devices are used to connect structural and civil engineering components such as roof panels, floor slabs, ceilings, walls, beams, columns, retaining walls, or parts thereof, to each other or to other components. These components are made of concrete in most cases, but there are also other materials conceivable.
  • the sleeve part is arranged in one of the components to be connected, the mandrel part in the component to be connected such that the mandrel protrudes from the relevant component and penetrates in the final state into the arranged in the other component sleeve. As a result, the transverse forces occurring between the components can be transmitted.
  • the mandrel In addition to the ability to absorb considerable forces transversely to the longitudinal axis, the mandrel must be in the sleeve and remain freely displaceable, so that the components under the influence of different temperatures and also due to shrinkage and creep influences can expand and contract without constraint.
  • EP-B-0 032 105 corresponding massive bearing bodies are also shown, which are elastically yielding to the mandrel or the sleeve, whereby the occurring peak values of concrete pressure can be reduced and the lateral forces can be transmitted more evenly.
  • the object of the invention is now to further reduce the extremely high pressures of the material of the corresponding components under the mandrel and the sleeve at the joint edge.
  • This embodiment of the holder of the mandrel and the sleeve direct relief of the mandrel and the sleeve is achieved before entering the component. This relief takes place via the arranged at the edge of the joint flange disc, wherein the power absorbed by this disc is transferred to the plate connected to the disc and transferred from this in the surrounding material, for example in the concrete.
  • a simple and inexpensive manufacture of the device is achieved by the flange disc and the plate of mandrel and sleeve assembly are formed in one piece, which is achieved for example by folding a flat profile.
  • the projecting into the component end portion of the plate having a bent portion, whereby the anchoring of the plate is improved in the component.
  • the end region of the plate remote from the flange-shaped disk can be connected to the region of the sleeve or mandrel projecting into the corresponding component, which can be achieved, for example, via a web.
  • An advantageous embodiment of the invention is that with respect to the mandrel or the sleeve to the plate a symmetrically arranged second plate is attached to the flange-shaped disc, which advantageously has the same dimensions as the plate.
  • FIGS. 1 and 2 each show a detail of a first component 1 and a second component 2.
  • the components 1 and 2 which consist for example of concrete, are separated by a joint 3 from each other.
  • an end portion 4 of a mandrel 5 is embedded in the first component 1.
  • a substantially tubular sleeve 6 is inserted, in which the other end portion 7 of the mandrel 5 penetrates.
  • these can move in the longitudinal axis direction of the mandrel 5 and the sleeve 6 relative to each other, for example, to accommodate thermal expansions, while they are held transversely to the mandrel 5 and the sleeve 6 fixed.
  • a flange-like disc 8 and 9 is arranged at the joint 3 forming edge regions of the components 1 and 2.
  • These flange-like discs 8 and 9 are each perpendicular to the mandrel 5 or sleeve 7.
  • the flange-like disc 8 is penetrated by the mandrel 5 and is firmly connected to this, which takes place for example by welding.
  • the flange-like disc 9 is in turn penetrated by the sleeve 6 and is also firmly connected thereto.
  • the second component 2 is a support member and the first component 1 is a bridge element, acts on the concrete of the component 2 to be transmitted reaction force from the sleeve 6 in Fig. 1 in the direction of arrow B, while on the concrete of the Component 1 to be transmitted reaction force of the mandrel 5 in the direction of arrow A acts.
  • the pressure-loaded side 11 below, while for the mandrel 5, the pressure-loaded side 10 is above.
  • each a plate 12 and 13 is mounted, which projects into the respective component 1 and 2 respectively.
  • the two plates 12 and 13 are aligned parallel to the mandrel 5 and the sleeve 6.
  • the plates 12 and 13 come to lie in the respective component 1 or 2, that they are the pressure-loaded side 10 of the mandrel 5 and the pressure-loaded side 11 of the sleeve 6 opposite.
  • the plates 12 and 13 are respectively spaced from the mandrel 5 and the sleeve 6.
  • the flange-like disc 8 With this arrangement, by the flange-like disc 8, the peak load that occurs at the joint side edge of the component 1, received and transmitted via the plate 12 in an advantageous manner to the concrete of the component 1. As a result, excessive local concrete pressures of the component 1, in particular in the joint-side edge region, are avoided. In the same way, the transmission of the peak load on the joint-side edge of the component 2 via the flange-like disc 9 takes place on the plate 13 and from there to the concrete. As a result, the risk of breaking the concrete at the joint edge can be avoided.
  • mandrel 5 and sleeve 6 flange-like discs 8 and 9, plates 12 and 13 and their spacing from mandrel 5 or sleeve 6 can be dimensioned accordingly.
  • each of the projecting into the component 1 and 2 end portion of the plates 12 and 13 has a bent portion 14 and 15, respectively.
  • Fig. 3 shows a simple and inexpensive producible embodiment of a mandrel 5 with flange-like disc 8 and plate 12, wherein flange-like disc 8 and plate 12 is achieved in a simple manner by a single fold of a flat profile.
  • the flange-like disc 8 and the plate 12 is formed in the same manner as in Fig. 3, wherein the end portion of the plate 12 is angled again, whereby a web 16 is formed, which like the flange-like disc 8 from Dorn 5 is penetrated.
  • a good anchoring particular of the plate 12 is achieved in the concrete of the component.
  • FIGS. 5 to 7 show the same structure as the embodiment of FIG. 3, consisting of flange-like disc 8, plate 12 and mandrel 5, wherein additional anchoring elements 17 are provided, which in the embodiment of FIG Arm michsstäbe 18 are formed, which are fixedly connected to the plate 12, in the embodiment according to FIG. 6 consist of anchoring bolts 19 which are mounted perpendicular to the plate 12 and which are formed in the embodiment of FIG. 7 of Arm michsbügeln 20, the are respectively secured to the plate 12 and to the flange-like disc 8. With these precautions, a better anchoring in the concrete of the respective component is achieved.
  • FIGS. 8 and 9 show a further exemplary embodiment of the device according to the invention.
  • a mandrel 5 and a sleeve 6 in the first component 1 and in the second component 2, which are both separated by a joint 3, are embedded.
  • the mandrel 5 penetrates into the sleeve 6.
  • Mandrel and sleeve have a flange-like disc 8 and 9, respectively, to which, as previously described, a plate 12 and 13 is mounted.
  • the plate 12 and the plate 13 are each connected via a web 16 with the rear portion of the mandrel 5 and the sleeve 6.
  • a second plate 21 and 22 attached to the flange-like disc 8 and 9 respectively.
  • the flange of the disc 8 and 9 facing away from the end portion of this second plate 21 and 22 is also connected via a web 23 with the mandrel 5 and the sleeve 6.
  • the flange-like disc 8, the plate 12, web 16, second plate 21 and web 23 can be made in a simple and cost-effective manner by appropriate turns of a flat profile. The same applies to the sleeve-side arrangement.
  • the plates 12 and 13 and the second plates 21 and 22 each have a recess 24 at the lateral edges which each have the same large spacing from the corresponding flange-shaped disc 8 or 9.
  • the base webs 25 of an anchoring bracket 26 come to lie, which are held by clamping action and in the concreted state creates a firm connection.
  • the sleeve elements are attached to the corresponding formwork walls.
  • a fastening device 27 is attached to the flange-like disc 9, which is designed in the form of a flat profile, which is equipped with holes, for example, for attachment to the formwork wall with nails.
  • the front and the rear opening of the sleeve 6 can be closed by coverings, so that it is avoided that concrete or cement slurry gets into the inner part of the sleeve.
  • the component 2 can be concreted. After setting of the concrete stripping of the component takes place 2.
  • the adjacent component 1 is created in a subsequent stage.
  • the corresponding mandrels 5 of the mandrel elements are inserted into the cast-in sleeves 6 of the sleeve elements after the shells, including the corresponding covers of the sleeve are removed.
  • the joint insulation is usually created, after which the laying of the reinforcement and the concreting of the component 1 takes place.
  • openings 28 may be provided in the plates 12 and 13 and in the second plates 21 and 22.
  • mandrel elements and the sleeve elements can be dimensioned accordingly. This also applies to the flange discs and the plates.
  • Mandrel and sleeve may have virtually any matching cross section, the mandrel may have a hollow cross section or have a hybrid cross section of a plurality of materials. The choice of material also depends on the application, with corrosion-resistant steels being used in an advantageous manner.
  • the components have a smaller thickness, in particular, the plate 12 and 13 can be arranged in each case very close to the surface of the corresponding component. Because of the greater resistance to breakage of the concrete, the number of devices according to the invention can also be reduced.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Joints Allowing Movement (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Building Environments (AREA)
  • Snaps, Bayonet Connections, Set Pins, And Snap Rings (AREA)
  • Insertion Pins And Rivets (AREA)
  • Seal Device For Vehicle (AREA)
  • Automatic Cycles, And Cycles In General (AREA)
EP96810712A 1995-11-07 1996-10-25 Vorrichtung zum Verbinden und zur Aufnahme von Querkräften von zwei durch eine Fuge getrennten Bauteilen Expired - Lifetime EP0773324B2 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH315495 1995-11-07
CH3154/95 1995-11-07

Publications (3)

Publication Number Publication Date
EP0773324A1 EP0773324A1 (de) 1997-05-14
EP0773324B1 EP0773324B1 (de) 1998-07-22
EP0773324B2 true EP0773324B2 (de) 2006-04-05

Family

ID=4249787

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96810712A Expired - Lifetime EP0773324B2 (de) 1995-11-07 1996-10-25 Vorrichtung zum Verbinden und zur Aufnahme von Querkräften von zwei durch eine Fuge getrennten Bauteilen

Country Status (5)

Country Link
EP (1) EP0773324B2 (da)
AT (1) ATE168730T1 (da)
DE (1) DE59600361D1 (da)
DK (1) DK0773324T4 (da)
ES (1) ES2121637T5 (da)

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH691066A5 (de) * 1996-06-19 2001-04-12 Pecon Ag Querkraftdornlagerung.
CH692991A5 (de) 1997-11-17 2003-01-15 Pecon Ag Querkraftdornlagerung.
DE19964031A1 (de) * 1999-12-30 2001-07-05 Schoeck Bauteile Gmbh Hülsen-/Dorn-Verbindung zwischen benachbarten Bauteilen
US6763646B1 (en) 2000-09-21 2004-07-20 Reto Bonomo Method and element for introducing shear forces into a concrete body, and concrete body
DE50207926D1 (de) * 2002-01-21 2006-10-05 Maier Industrieberatung Ag Lastverteilkörper
FI125954B (fi) * 2008-01-21 2016-04-29 Peikko Finland Oy Betonilaataston liikuntasaumajärjestelmä
FI120597B (fi) * 2008-01-21 2009-12-15 Peikko Finland Oy Betonilaataston liikuntasaumajärjestelmä
DE102008033585B4 (de) 2008-07-17 2010-04-29 Bs Ingenieure Ag Schubdornverbindung
DE102010017046A1 (de) * 2010-05-21 2011-11-24 Max Frank Gmbh & Co Kg Vorrichtung zum Verbinden von zwei durch eine Fuge getrennte Bauteile und zur Aufnahme von zwischen den Bauteilen auftretenden Querkräften
ITMI20121770A1 (it) * 2012-10-18 2014-04-19 Edilmatic S R L Dispositivo di connessione per la connessione di elementi strutturali a base di calcestruzzo
ES2635495T3 (es) 2014-08-07 2017-10-04 F.J. Aschwanden Ag Dispositivo para unir dos componentes separados por una juntura
EP3124697A1 (de) * 2015-07-30 2017-02-01 F.J. Aschwanden AG Einrichtung zum einsetzen in einen bauteil aus einer aushärtbaren mörtelartigen masse
CH713190A2 (de) * 2016-12-01 2018-06-15 Ikona Ag Vorrichtung und Verfahren zur Verbindung von zwei Bauteilen in einer bestimmten relativen Ausrichtung sowie damit erstelltes Betonbauwerk.
EP3339525B1 (de) 2016-12-22 2020-02-12 F.J. Aschwanden AG Vorrichtung zum verbinden von zwei durch eine fuge getrennten bauteilen
EP3584367B1 (fr) 2018-06-18 2020-09-30 Plakabeton S.A. Ensemble d'un dispositif de connexion
DE102020005274A1 (de) * 2020-08-28 2022-03-03 H-Bau Technik Gmbh Vorrichtung zur Querkraftverbindung eines ersten Bauteils aus Beton mit einem zweiten Bauteil

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE609783C (de) * 1935-02-23 Marx & Traube G M B H Zum Schleifen von Innenzylindern dienendes zylinderfuellendes Werkzeug
US2194718A (en) 1938-06-25 1940-03-26 Older Clifford Concrete road joint
US2494869A (en) * 1945-01-29 1950-01-17 William S Godwin Dowel assembly for concrete road joints
CH651090A5 (de) * 1980-01-04 1985-08-30 Ulisse Claudio Aschwanden Dorn und huelse zur verbindung von bauteilen des hoch- und tiefbaues.
ATE23589T1 (de) * 1981-02-23 1986-11-15 Ulisse C Aschwanden Dorn und huelse fuer die aufnahme und ubertragung einer querkraft.
EP0328484A1 (de) * 1988-02-11 1989-08-16 Egco Ag Gleithülse zur Aufnahme eines Querkraftdornes
US5005331A (en) * 1990-04-10 1991-04-09 Shaw Ronald D Concrete dowel placement sleeves
DE59207813D1 (de) * 1992-02-05 1997-02-13 Claude Meyers Verbindungs- und Druckverteilerelement für Betonbauteile
WO1994029538A1 (en) * 1993-06-07 1994-12-22 Walter Plehanoff Improvements in concrete floor construction
CH687262A5 (de) * 1993-10-14 1996-10-31 Anton H Erb In Beton eingiessbares Einzelteil einer Schubdornverbindungsanordnung.

Also Published As

Publication number Publication date
DK0773324T4 (da) 2006-08-14
DK0773324T3 (da) 1999-04-26
DE59600361D1 (de) 1998-08-27
ATE168730T1 (de) 1998-08-15
ES2121637T5 (es) 2006-11-16
EP0773324A1 (de) 1997-05-14
EP0773324B1 (de) 1998-07-22
ES2121637T3 (es) 1998-12-01

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