EP0163759A1 - Dispositif de pontage pour joints de dilatation dans des ponts ou similaires - Google Patents

Dispositif de pontage pour joints de dilatation dans des ponts ou similaires Download PDF

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Publication number
EP0163759A1
EP0163759A1 EP84106619A EP84106619A EP0163759A1 EP 0163759 A1 EP0163759 A1 EP 0163759A1 EP 84106619 A EP84106619 A EP 84106619A EP 84106619 A EP84106619 A EP 84106619A EP 0163759 A1 EP0163759 A1 EP 0163759A1
Authority
EP
European Patent Office
Prior art keywords
bearing
bearing body
cross member
sliding
slats
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
EP84106619A
Other languages
German (de)
English (en)
Other versions
EP0163759B1 (fr
Inventor
Günter Dipl.-Ing. Buckenauer
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.)
Maurer Soehne GmbH and Co KG
Original Assignee
Friedrich Maurer Soehne GmbH and Co KG
Maurer Soehne GmbH and Co KG
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 Friedrich Maurer Soehne GmbH and Co KG, Maurer Soehne GmbH and Co KG filed Critical Friedrich Maurer Soehne GmbH and Co KG
Priority to AT84106619T priority Critical patent/ATE37574T1/de
Priority to EP84106619A priority patent/EP0163759B1/fr
Priority to DE8484106619T priority patent/DE3474325D1/de
Priority to JP59173104A priority patent/JPS60261808A/ja
Priority to US06/643,319 priority patent/US4674912A/en
Priority to CA000467069A priority patent/CA1216454A/fr
Publication of EP0163759A1 publication Critical patent/EP0163759A1/fr
Application granted granted Critical
Publication of EP0163759B1 publication Critical patent/EP0163759B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/06—Arrangement, construction or bridging of expansion joints
    • E01D19/062—Joints having intermediate beams

Definitions

  • the invention relates to a bridging device for expansion joints in bridges or the like extending transversely to the transport route longitudinal slats which g on both sides in the foot enr capablen rotatably and slidably supported, the gap obliquely to the transport route longitudinal axis bridging crossbeams via antifriction bearing parts are mounted pivotably, wherein the cross member through openings are inserted in or on the underside of the lamellae and the bearing parts are designed as non-rotatable and elastically flexible sliding pivot bearings, each of which has at least one bearing body, so as to be rotationally fixed to the cross members and slidably connected to the lamellae relative to the latter.
  • Such a bridging device is already known from DE-PS 27 46 490.
  • the bearing bodies are essentially designed as circular disks, each having a groove for slidably receiving the crossbeams.
  • Projections of the La GerkMech serve as guides for the sliding movements of the cross member. At the same time, they serve to transfer horizontal forces from the lamella to the cross member.
  • the projections encompassing the crossbeams have the shape of circular sections due to the circular shape of the bearing bodies, with only a small area being available for transmitting the transverse forces to the crossbeams, since a considerable wall thickness is required for such projections in order to transmit force effectively, as is only possible in given the central portion of the protrusions.
  • the projections of the bearing bodies are exposed to very large loads as a result of the transmission of transverse forces, which can lead to damage to the bearing bodies soon after only a short period of use.
  • Braking or acceleration forces as well as the eccentric attack of the vertical wheel load on the lamella generate a tipping moment that tries to cause the lamella to lift off the bearings arranged on the cross members under a considerable Apply vertical pretension to the cross member.
  • This large preload in turn results in a high level of friction between the bearing bodies and the cross members, so that to avoid overloading the lamella.
  • Braking forces desirable slipping clutch effect between the bearing bodies and the cross members is triggered only at very high braking forces. If the preload is reduced in the course of time by relaxation of the bearing bodies, there is a risk that the fins suddenly lift off from the bearing bodies when a tilting moment is introduced. This leads to the destruction of these bearing bodies after a relatively short time.
  • the object of the invention is to improve a bridging device of the type mentioned in such a way that the force and torque transmission from the slats to the crossmember takes place easily and independently of the prestress acting in the bearing body, so that the bearing bodies have a longer service life and the Height of the preload of the bearing body can only be selected from the point of view of the setting of the slip clutch between the plate and the cross member.
  • this object is achieved in that the bearing body is essentially cuboid and is guided in a groove of the cross member.
  • each slide pivot bearing expediently has one bearing body arranged above and one below the crossbeam Can lift the load by moving it on the crossbeams against the friction forces dependent on the vertical preload of the bearing body.
  • the bearing body advantageously consists of an elastomer and is provided on its sliding surface and on the opposite surface with a plate made of abrasion-resistant, low-friction material.
  • This plate is expediently a steel plate which is provided with a sliding layer.
  • the plate proof of the surface of the bearing body opposite the sliding surface has a circular blind hole into which a circular disk-shaped guide pin engages, which is attached to a plate welded to the lamella.
  • the La g per erkör- have a length such that in each case a gap remains between the slats in their compressed state, while the bearing bodies of each transverse beam adjacent to each other with their end faces. This ensures that there is no noise when driving over the slats created by touching slats.
  • the minimum distance remaining between the slats is: expediently 5 mm wide.
  • All cross members are expediently connected to all the slats by means of sliding pivot bearings.
  • crossmembers are advantageously limited in their displacement by means of stops arranged in the joint edges so that they cannot slide out of the joint edges.
  • further sliding pivot bearings can be provided to support the ends of the cross members.
  • At least three cross members are arranged obliquely alternately with respect to the slats and to one another.
  • FIG. 1 shows one of the cross members 1, which runs obliquely to the plane of the drawing, with two slats 2 and 3 supported thereon.
  • An edge lamella 5 or 6 is connected to each joint edge body 4.
  • the two ends of the cross member 1 each protrude into a cavity 7 of the associated joint edge body 4.
  • the slats 2 and 3 can have openings through which the cross members 1 are inserted or have a U-frame 18 on their underside which circumscribes an opening 9.
  • the slats 2 and 3 are supported on the cross beams 1 via sliding pivot bearings, each of which consists of an upper bearing body 10 and a lower bearing body 11.
  • the bearing bodies 10 and 11 are essentially cuboid. At the ends of the cross member stops 11 a, which limit the displacement of the cross member in both directions, are provided.
  • FIGS. 2 and 3 show the precise design of the bearing bodies 10 and 11. 2 and 3 is accommodated in the U frame 18 arranged on the underside of a lamella 17. Its legs are attached to the underside of the lamella 17 by welding. A plate 16 with a guide pin 19 is welded to the underside of the lamella 17. The guide pin 19 engages in a circular blind hole 20 of a steel plate 21, with which the bearing body 10 is provided on the surface 23 opposite the sliding surface 22.
  • the lower bearing body 11 is fastened in a corresponding manner to the U frame 18, a plate 16 provided with a guide pin 19 being welded to the C frame.
  • the guide pin 19 in turn engages in the circular blind hole 20 of the steel plate 21.
  • the bearing bodies 10 and 11 are arranged in a groove 24, which is formed in the top and bottom of the cross member 1, in which the bearing bodies are guided by the side walls 25.
  • the side walls 25 also serve to transmit horizontal forces from the lamella 17 to the cross member 1.
  • Figures 3 and 4 show the bridging device with minimal joint opening.
  • the bearing bodies 10 and 11 of the respective cross members 1 abut one another with their end faces 26.
  • a minimal gap 27 remains between the lamellae, which has a size of approximately 5 mm. This design reliably prevents the slats from touching one another under the action of horizontal forces and thereby generating undesirable noises.
  • FIGS. 5 to 7 each show the top view of a bridging device, only cross members and slats being shown schematically.
  • the total of four slats 1 are supported on a total of four cross members Q and q.
  • the cross members are mutually aligned and inclined to the slats, ie two cross members Q are to the right and two cross members q are inclined to the left.
  • Each cross member is connected to each lamella by means of a slide bearing G according to FIGS. 1 to 3. Since the pivot points of the plain bearings are fixed with respect to the lamellae, a change in the joint width inevitably results in a pivoting and shifting of the cross members Q with respect to the lamellae 1, which are always parallel to one another.
  • FIG. 7 shows the maximum open joint, which has a width of approximately 80 mm, the distances between the lamellas increasing and the angle formed between two adjacent cross members decreasing at the same time.
  • FIG. 5 shows the smallest possible joint, the bearing bodies abutting one another.
  • the angle enclosed between adjacent cross members Q and q increases compared to the central position shown in FIG. 6.
  • the slats must be uniformly adjusted to one another regardless of the respective joint width.
  • the gap between the slats and the gap between the edge slats and the joint edges are the same size for each joint width according to the play of each slat control.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)
  • Blinds (AREA)
EP84106619A 1984-06-08 1984-06-08 Dispositif de pontage pour joints de dilatation dans des ponts ou similaires Expired EP0163759B1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
AT84106619T ATE37574T1 (de) 1984-06-08 1984-06-08 Ueberbrueckungsvorrichtung fuer dehnungsfugen in bruecken oder dergleichen.
EP84106619A EP0163759B1 (fr) 1984-06-08 1984-06-08 Dispositif de pontage pour joints de dilatation dans des ponts ou similaires
DE8484106619T DE3474325D1 (en) 1984-06-08 1984-06-08 Bridging device for expansion joints in bridges or the like
JP59173104A JPS60261808A (ja) 1984-06-08 1984-08-20 伸縮継手構造
US06/643,319 US4674912A (en) 1984-06-08 1984-08-22 Assembly for bridging over expansion joints or bridges or the like
CA000467069A CA1216454A (fr) 1984-06-08 1984-11-05 Recouvrement pour joints de dilatation de ponts ou d'ouvrages analogues

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP84106619A EP0163759B1 (fr) 1984-06-08 1984-06-08 Dispositif de pontage pour joints de dilatation dans des ponts ou similaires

Publications (2)

Publication Number Publication Date
EP0163759A1 true EP0163759A1 (fr) 1985-12-11
EP0163759B1 EP0163759B1 (fr) 1988-09-28

Family

ID=8191979

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84106619A Expired EP0163759B1 (fr) 1984-06-08 1984-06-08 Dispositif de pontage pour joints de dilatation dans des ponts ou similaires

Country Status (6)

Country Link
US (1) US4674912A (fr)
EP (1) EP0163759B1 (fr)
JP (1) JPS60261808A (fr)
AT (1) ATE37574T1 (fr)
CA (1) CA1216454A (fr)
DE (1) DE3474325D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116105958A (zh) * 2023-04-10 2023-05-12 四川蜀工公路工程试验检测有限公司 一种道路桥梁伸缩缝抗冲击数据模拟实验系统及方法

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4819471A (en) * 1986-10-31 1989-04-11 Westinghouse Electric Corp. Pilger die for tubing production
ATE108845T1 (de) * 1991-04-29 1994-08-15 Maurer Friedrich Soehne Überbrückungsvorrichtung für dehnungsfugen in brücken oder dergleichen.
FI116154B (fi) * 2001-02-05 2005-09-30 Vaelisuomen Imubetoni Oy Betonilaataston liikuntasaumajärjestelmä
US7395570B2 (en) * 2002-04-02 2008-07-08 Construction Research & Technology Gmbh Expansion joint system for accommodation of large movement in multiple directions
US6609265B1 (en) * 2002-10-03 2003-08-26 Thomas C. Jee Seismic proof articulating bridge deck expansion joint
US7252454B2 (en) * 2003-10-31 2007-08-07 Paul Bradford Expansion joint system including damping means
EP1621674A1 (fr) * 2004-07-30 2006-02-01 Mageba S.A. Dispositif de pontage
US20060070330A1 (en) * 2004-09-24 2006-04-06 Watson Bowman Acme Corporation Bearing and expansion joint system including same
US20060067789A1 (en) * 2004-09-24 2006-03-30 Watson Bowman Acme Corporation Expansion joint system
US8351687B1 (en) 2004-09-24 2013-01-08 Watson Bowman Acme Corporation Bearing and expansion joint system including same
WO2011072234A1 (fr) * 2009-12-10 2011-06-16 Construction Research & Technology Gmbh Système de joint de dilatation à contrôle d'équidistance de zone
DE102013205573A1 (de) * 2013-03-28 2014-10-02 Maurer Söhne Engineering GmbH & Co. KG Übergangskonstruktion und Eisenbahnbrücke mit einer solchen Übergangskonstruktion
US10767320B2 (en) * 2016-10-20 2020-09-08 Watson Bowman Acme Corporation Cover assembly for structural members
CN110952438B (zh) * 2019-12-12 2020-07-31 江苏领跑梦毛勒智造科技集团有限公司 智能化多功能模数式伸缩装置
DE102020201076B3 (de) * 2020-01-29 2021-05-20 Maurer Engineering Gmbh Übergangskonstruktion zur Überbrückung einer Bauwerksfuge

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2316407B2 (de) * 1973-04-02 1974-12-19 Rheinstahl Ag, 4300 Essen Fahrbahnübergang für Dehnfugen an Straßenbrücken
US4132491A (en) * 1978-04-27 1979-01-02 Fox Industries, Inc. Restraint assembly for bridge roadway expansion joints
DE2746490B2 (de) * 1977-10-15 1979-10-25 Friedrich Maurer Soehne Gmbh & Co Kg, 8000 Muenchen Überbruckungsvorrichtung für Dehnungsfugen in Brücken o.dgl
WO1982003416A1 (fr) * 1981-03-26 1982-10-14 Honegger Heinz Dispositif de recouvrement etanche pour joint de dilatation

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT308173B (de) * 1970-02-03 1973-06-25 Maurer Friedrich Soehne Überbrückungsvorrichtung für Dehnungsfugen in Brücken od. dgl.
US3699853A (en) * 1971-02-16 1972-10-24 Acme Highway Prod Composite expansion joint
US3854159A (en) * 1973-09-24 1974-12-17 Acme Highway Prod Composite expansion joint assembly
US3907443A (en) * 1973-12-19 1975-09-23 Acme Highway Prod Composite expansion joint assembly
US4030156A (en) * 1976-08-16 1977-06-21 A. J. Harris & Sons, Inc. Bridge expansion joint
US4058867A (en) * 1977-01-21 1977-11-22 Acme Highway Products Corporation Uplift restraint for composite expansion joint assembly
US4339214A (en) * 1980-05-02 1982-07-13 Acme Highway Products Corporation Composite expansion joint
DE3212717C1 (de) * 1982-04-05 1983-11-17 Kober AG, 8750 Glarus Fugenueberbrueckungsvorrichtung fuer Dehnfugen in Fahrbahnen von Bruecken od.dgl.
DE3366227D1 (en) * 1982-07-19 1986-10-23 Kober Ag Device for bridging expansion joints in roadways, particularly in bridge decks

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2316407B2 (de) * 1973-04-02 1974-12-19 Rheinstahl Ag, 4300 Essen Fahrbahnübergang für Dehnfugen an Straßenbrücken
DE2746490B2 (de) * 1977-10-15 1979-10-25 Friedrich Maurer Soehne Gmbh & Co Kg, 8000 Muenchen Überbruckungsvorrichtung für Dehnungsfugen in Brücken o.dgl
US4132491A (en) * 1978-04-27 1979-01-02 Fox Industries, Inc. Restraint assembly for bridge roadway expansion joints
WO1982003416A1 (fr) * 1981-03-26 1982-10-14 Honegger Heinz Dispositif de recouvrement etanche pour joint de dilatation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116105958A (zh) * 2023-04-10 2023-05-12 四川蜀工公路工程试验检测有限公司 一种道路桥梁伸缩缝抗冲击数据模拟实验系统及方法

Also Published As

Publication number Publication date
DE3474325D1 (en) 1988-11-03
EP0163759B1 (fr) 1988-09-28
JPS60261808A (ja) 1985-12-25
CA1216454A (fr) 1987-01-13
US4674912A (en) 1987-06-23
JPH0342361B2 (fr) 1991-06-27
ATE37574T1 (de) 1988-10-15

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