EP0814213B1 - Querkraftdornlagerung - Google Patents

Querkraftdornlagerung Download PDF

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Publication number
EP0814213B1
EP0814213B1 EP97810368A EP97810368A EP0814213B1 EP 0814213 B1 EP0814213 B1 EP 0814213B1 EP 97810368 A EP97810368 A EP 97810368A EP 97810368 A EP97810368 A EP 97810368A EP 0814213 B1 EP0814213 B1 EP 0814213B1
Authority
EP
European Patent Office
Prior art keywords
shear load
end plate
bearing
load dowel
steel strip
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
EP97810368A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0814213A1 (de
Inventor
Erich Müller
Stephane Nançoz
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.)
Pecon AG
Original Assignee
Pecon 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 Pecon AG filed Critical Pecon AG
Publication of EP0814213A1 publication Critical patent/EP0814213A1/de
Application granted granted Critical
Publication of EP0814213B1 publication Critical patent/EP0814213B1/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
    • 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

Definitions

  • the present invention relates to a transverse force mandrel bearing consisting of a shear force mandrel, a shear force mandrel bearing sleeve and at least one holding the bearing sleeve Storage basket, as well as one to the side of the one to be bridged Joint gap arranged end plate.
  • Shear force pins are connection and pressure distribution elements for two concrete components running on the same level are separated from each other by a joint.
  • a transverse force mandrel bearing that like Usually from a shear force mandrel, a shear force bearing sleeve and there is a storage basket holding the bearing sleeve. Further is a side of the gap to be bridged Face plate in the shape of four arranged crosswise Tabs available. This end plate is used only for Fixing the lateral force mandrel bearing sleeve to a formwork while creating the concrete slab in which the bearing sleeve is poured.
  • the storage basket consists of a number closed loops made of reinforcing steel wires with a bent hook projecting inwards, in which the sleeve lies. The loops are therefore in planes parallel to the direction of the course the fugue.
  • a further developed after the previously described shear force mandrel bearing Variant shows EP-A-0'193'494.
  • the mounting of the transverse force mandrel bearing sleeve regardless of the storage basket This is done on a forehead formwork a mounting shoe attached, in which a face plate, which is firmly connected to the transverse force mandrel sleeve, insertable is.
  • a height-adjustable support rod At the closed end of the transverse force mandrel bearing sleeve a height-adjustable support rod is provided, which correct mounting of the bearing sleeve during concreting guaranteed.
  • the front plate has only one Hold function during concreting.
  • the independent Storage basket has corresponding steel rings, in which on the one hand the sleeve and on the other hand the transverse force mandrel are.
  • shear force mandrel bearing systems In addition to these shear force mandrel bearing systems mentioned are one Many other shear force bearings known.
  • One of the most important problems with the shear force mandrel storage in the fact that high-quality steel is available by means of the occurring forces can be transferred without any problems, however, in the area of the transverse force mandrel or the transverse force mandrel bearing sleeve significantly exceeded the pressure limit for concrete. This problem can be reduced by the number of shear force mandrels in the direction of the Expansion joint increases, but this leads to considerable Additional costs.
  • a system from Aschwanden is also known, which provides that the shear force mandrel is one-sided in one Mug is held with a high quality concrete is shed.
  • the inside of the cup is also the permissible pressure limit of the concrete has been exceeded, but has occurred the power transmission to the cup and the above Bechers running concrete is relieved so far that here permissible pressure limit is no longer exceeded.
  • the area of the expansion joint F to be bridged lies in the Area between the two parallel end plates 3, the flush in the end faces of the two concrete slabs to be connected B lie.
  • the two concrete slabs B are only shown in dashed lines, since the entire shear force mandrel bearing in this figure, in itself, when not installed is shown.
  • the shear force mandrel bearing consists of two Storage baskets 10, 11, only by one, the joint F bridging transverse force mandrel 1 in connection stand. In the left in the drawing basket 10 is the Shear force mandrel 1 held and in the figure shown on the right Bearing basket 11 is the shear force bearing sleeve 2 held.
  • the transverse force mandrel bearing sleeve 2 also below simply called the bearing sleeve, is cut in the front part and drawn in the rear part in the view.
  • Each storage basket 10, 11 consists of two fixed to each other connected parts, namely on the one hand the end plate 3 and on the other hand, a steel strip 4.
  • the two end plates 3 are identical in their dimensions.
  • the length 1 of each face plate 3 is less than the thickness of the concrete slab in which it is is installed. However, it is preferred to be practical at least approximately as long as the thickness of the Concrete slab corresponds.
  • the width of the end plate 3 is b designated.
  • a steel band is attached to the end plate 3 4.
  • This steel strip 4 is on the side remote from the joint attached to the end plate 3. This is preferably done Attachment by welding.
  • the steel strip 4 is in his Processing shown in Figure 3.
  • the width b 'of Steel strip 4 is slightly smaller than the width b of the End plate 3.
  • the length of the steel band is 1 ' designated.
  • the diameter of the diameter the shear force mandrel or the diameter of the shear force bearing sleeve 2 corresponds, depending on whether the band 4 to Storage basket 10, which holds the transverse force mandrel 1, or for Storage basket 11, which carries the sleeve 2, belongs.
  • the end plate 3 and the steel strip 4 together approximately in a side view trapezoidal loop.
  • the steel strips 4 thus have two legs 6 of equal length and inclined to one another, through a section 7 parallel to the respective end plate runs, are connected.
  • the mentioned Through holes 5 are in the respective sections 7 centrally arranged.
  • connection of the steel strips 4 to the end plates 3 can by means of weld seams 8 along the longitudinal edges of the legs 6 take place, as shown in the storage basket 10. It is however, it is also possible to have one at each end of the legs 6 Umbug 12 provide so that the welded connection between the end plate 3 and the steel strip 4 by spot welding can be done.
  • the holding of the transverse force mandrel 1 in the storage basket 10 can positively through a dimensionally accurate design of the Through hole 5 in the central section 7 of the steel strip 4 and an equally accurate implementation of the shear force mandrel 1 through the corresponding faceplate 3.
  • the shear force mandrel 1 with either Steel strip 4 or the end plate 3 or with both parts Fix can, for example, by a Gluing or spot welding.
  • the attachment of the transverse force mandrel bearing sleeve 2 to the bearing basket 11 is preferably carried out so that the sleeve 2, the end plate 3rd enforced and flush with this to the joint gap side concludes.
  • the corresponding through hole is advantageously used 30 punched in the end plate 3. This creates a slightly tapered hole into which the sleeve 2 can be inserted. So remains between the sleeve 2nd and the end plate 3 has a conically tapering annular gap 31, the welding of sleeve 2 and end plate 3 facilitated.
  • the circumferential weld seam is on the the gap F remote sides attached.
  • the Weld seam itself is designated 32.
  • the sleeve 2 is only passed through the steel strip 4, but not firmly connected to it
  • the advantage of the solution according to the invention is not only in the simplicity of the construction, but it is also static particularly advantageous. Thanks to the closed loop, which by the end plate 3 and the steel band 4 on the other hand is formed, there is a high static load Construction. Furthermore, the compressive forces of the shear force mandrel or the transverse force mandrel bearing sleeve 2 in an optimal manner on the one hand in the respective end plate 3 and on the other hand in the steel belt 4 initiated. This comes as a load-bearing surface the shear force mandrel or the shear force mandrel bearing sleeve not just their longitudinal cut surface to bear, but the total width of the steel strip 4 or the end plate 3, whereby the permissible concrete pressure is exceeded is avoided. Depending on the thickness of the concrete slabs and the thus the load to be transmitted becomes the width b of the end plate or the width b 'of the steel strips 4 and the shear force mandrels are dimensioned accordingly.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bridges Or Land Bridges (AREA)
  • Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Road Paving Structures (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rolling Contact Bearings (AREA)
  • Vehicle Body Suspensions (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Moulding By Coating Moulds (AREA)
  • Shaping Of Tube Ends By Bending Or Straightening (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP97810368A 1996-06-19 1997-06-12 Querkraftdornlagerung Expired - Lifetime EP0814213B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
CH153496 1996-06-19
CH1534/96 1996-06-19
CH01534/96A CH691066A5 (de) 1996-06-19 1996-06-19 Querkraftdornlagerung.

Publications (2)

Publication Number Publication Date
EP0814213A1 EP0814213A1 (de) 1997-12-29
EP0814213B1 true EP0814213B1 (de) 2001-09-05

Family

ID=4212680

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97810368A Expired - Lifetime EP0814213B1 (de) 1996-06-19 1997-06-12 Querkraftdornlagerung

Country Status (12)

Country Link
US (1) US5911538A (zh)
EP (1) EP0814213B1 (zh)
JP (1) JP4115554B2 (zh)
KR (1) KR100412928B1 (zh)
CN (1) CN1081708C (zh)
AT (1) ATE205276T1 (zh)
AU (1) AU716140B2 (zh)
CA (1) CA2206359C (zh)
CH (1) CH691066A5 (zh)
DE (2) DE29620638U1 (zh)
MY (1) MY117911A (zh)
TW (1) TW344008B (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH692991A5 (de) * 1997-11-17 2003-01-15 Pecon Ag Querkraftdornlagerung.
DE10060527B4 (de) * 2000-12-06 2006-01-12 Institut für Fertigteiltechnik und Fertigbau Weimar e.V. Querkraft-Verbindung im Fertigteilbau
US9398996B2 (en) * 2003-09-25 2016-07-26 Metadome, Llc Embedment plate for pedestrian walkways with reinforced projections
DE102005036881B4 (de) * 2005-08-02 2012-06-14 Peca Verbundtechnik Gmbh Vorrichtung zum Erstellen einer Dehnfuge
DK2982807T3 (en) * 2014-08-07 2017-06-06 F J Aschwanden Ag Device for connecting two building elements separated by a joint
CN106223178A (zh) * 2016-09-23 2016-12-14 中国水利水电第四工程局有限公司 一种传力杆定位结构
KR101975259B1 (ko) * 2016-10-13 2019-05-07 김우석 교량의 비지지점 신축이음장치
US20220316210A1 (en) * 2019-08-05 2022-10-06 Hickory Design Pty Ltd Precast building panel

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0773324A1 (de) * 1995-11-07 1997-05-14 F.J. Aschwanden AG Vorrichtung zum Verbinden und zur Aufnahme von Querkräften von zwei durch eine Fuge getrennten Bauteilen

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
US2572552A (en) * 1946-08-21 1951-10-23 Donald E Willard Load transfer device
CH651090A5 (de) * 1980-01-04 1985-08-30 Ulisse Claudio Aschwanden Dorn und huelse zur verbindung von bauteilen des hoch- und tiefbaues.
ATE20765T1 (de) * 1983-03-16 1986-08-15 Witschi H Verbindungs- und druckverteilungselement fuer betonbauteile.
CA1274703A (en) * 1985-02-27 1990-10-02 Heinz Witschi Connecting and pressure-distributing element for concrete structural members
EP0554483B1 (de) * 1992-02-05 1997-01-02 Claude Meyers Verbindungs- und Druckverteilerelement für Betonbauteile

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0773324A1 (de) * 1995-11-07 1997-05-14 F.J. Aschwanden AG Vorrichtung zum Verbinden und zur Aufnahme von Querkräften von zwei durch eine Fuge getrennten Bauteilen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
WO2012025106A2 (de) 2010-05-21 2012-03-01 Max Frank Gmbh & Co. Kg Vorrichtung zum verbinden von zwei durch eine fuge getrennte bauteile und zur aufnahme von zwischen den bauteilen auftretenden querkräften

Also Published As

Publication number Publication date
JP4115554B2 (ja) 2008-07-09
US5911538A (en) 1999-06-15
ATE205276T1 (de) 2001-09-15
CH691066A5 (de) 2001-04-12
CN1178276A (zh) 1998-04-08
TW344008B (en) 1998-11-01
AU716140B2 (en) 2000-02-17
DE29620638U1 (de) 1997-02-20
MY117911A (en) 2004-08-30
DE59704511D1 (de) 2001-10-11
CA2206359C (en) 2005-09-13
CA2206359A1 (en) 1997-12-19
JPH1072803A (ja) 1998-03-17
CN1081708C (zh) 2002-03-27
AU2007597A (en) 1998-01-08
EP0814213A1 (de) 1997-12-29
KR100412928B1 (ko) 2004-03-09

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