EP1355009A2 - Dispositif de recouvrement pour joints - Google Patents

Dispositif de recouvrement pour joints Download PDF

Info

Publication number
EP1355009A2
EP1355009A2 EP03007447A EP03007447A EP1355009A2 EP 1355009 A2 EP1355009 A2 EP 1355009A2 EP 03007447 A EP03007447 A EP 03007447A EP 03007447 A EP03007447 A EP 03007447A EP 1355009 A2 EP1355009 A2 EP 1355009A2
Authority
EP
European Patent Office
Prior art keywords
bridging device
rail
slide
edge
profile
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
EP03007447A
Other languages
German (de)
English (en)
Other versions
EP1355009B1 (fr
EP1355009A3 (fr
Inventor
Christian Dr.-Ing. Braun
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
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
Priority claimed from DE10222690A external-priority patent/DE10222690A1/de
Application filed by Maurer Soehne GmbH and Co KG filed Critical Maurer Soehne GmbH and Co KG
Publication of EP1355009A2 publication Critical patent/EP1355009A2/fr
Publication of EP1355009A3 publication Critical patent/EP1355009A3/fr
Application granted granted Critical
Publication of EP1355009B1 publication Critical patent/EP1355009B1/fr
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
    • 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 present invention relates to a bridging device for joint gaps according to the preamble of claim 1.
  • a trigger mechanism which is suitable for transmitting the Shear forces on the safety device, i.e. rail and slide, ensures.
  • the trusses bridging the joint gap and the joint gap covering middle and edge profiles, which in turn the trusses are arranged, corresponding stop elements on the central profiles or edge profiles be provided, which in a freely selectable movement game of the Middle profiles in the direction of the joint longitudinal axis come into mutual abutment and over the trusses transfer the transverse forces to the safety device.
  • a stop element may be sufficient, such as in the swiveling cross beam construction described later, in which a stop element is sufficient on a central profile that interacts with an adjacent edge profile.
  • a bridging device with a safety device in the above Wise has the particular advantage that the longer trusses that are used during the emergency situation cannot be released from its anchorage, especially together with the cover profiles arranged on the trusses as guide elements for the from the Anchoring loosened trusses and thus after a brief enlargement the joint gap also ensures that the expansion joint construction is not destroyed when the joint gap closes again.
  • This also applies to the configurations the safety device according to the invention with regard to the other emergency situations, transverse movements or excessive closing of the joint gap.
  • the carriage 25 moves accordingly the acting transverse force in the rail 24 and thus enables a transverse Offset between building parts 2 and 3.
  • the rail 24 does not have to extend over the entire width of the bridge, but rather that individual small sections can be sufficient.
  • FIGS 14 and 15 Another embodiment of the bridging device according to the invention is shown in FIGS 14 and 15 are shown.
  • the embodiment shown in these figures differs from the previously described embodiment in that the transverse Security device 12 is modified.
  • the height of the wedge plate increases 41 from the edge of the bridge to the middle of the bridge, so that there is a wedge shape.
  • the expansion joint construction only comprises a wedge plate 41, so that the surface of the bridge of is slightly inclined from one edge to the other edge of the bridge, here also correspondingly the water can drain off.
  • the invention shown in Figs. 14 and 15 Bridging device is for both the one and the other embodiment suitable for bridges.
  • the slide part 25b is at a different distance arranged from the upper edge of the movable edge structure 39.
  • the carriage 25 moves with the slide parts 25a and 25b, the wedge plate 41 and the movable edge construction 39 compared to the stationary edge structure 40 and the rail parts 24a and 24b.
  • the movement leads to a height offset between the fixed edge construction 40 and the movable edge structure 39, so that between the stationary Edge structure 40 and the movable edge structure 39 arranged sealing profile accordingly distorted and at worst pulled out of the anchorage.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)
  • Building Environments (AREA)
EP03007447A 2002-04-17 2003-04-03 Dispositif de recouvrement pour joints Expired - Lifetime EP1355009B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE10217042 2002-04-17
DE10217042 2002-04-17
DE10222690A DE10222690A1 (de) 2002-04-17 2002-05-22 Überbrückungsvorrichtung für Fugenspalte
DE10222690 2002-05-22

Publications (3)

Publication Number Publication Date
EP1355009A2 true EP1355009A2 (fr) 2003-10-22
EP1355009A3 EP1355009A3 (fr) 2005-10-19
EP1355009B1 EP1355009B1 (fr) 2011-12-21

Family

ID=28676062

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03007447A Expired - Lifetime EP1355009B1 (fr) 2002-04-17 2003-04-03 Dispositif de recouvrement pour joints

Country Status (4)

Country Link
US (1) US6931807B2 (fr)
EP (1) EP1355009B1 (fr)
JP (1) JP4707938B2 (fr)
IL (1) IL155323A (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014082734A1 (fr) * 2012-11-27 2014-06-05 Mageba S.A. Dispositif permettant de compenser des joints de dilatation
WO2016113312A1 (fr) * 2015-01-14 2016-07-21 Maurer Söhne Engineering GmbH & Co. KG Dispositif de pontage pour un pont mobile et pont mobile équipé d'un tel dispositif de pontage
CN108130856A (zh) * 2017-11-28 2018-06-08 同济大学 采用uhpc灌浆料的单层钢筋布置的桥梁上部结构接缝

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7395570B2 (en) 2002-04-02 2008-07-08 Construction Research & Technology Gmbh Expansion joint system for accommodation of large movement in multiple directions
CA2423578C (fr) * 2002-04-02 2010-02-16 Mbt Holding Ag Joints de dilatation permettant des mouvements importants dans plusieurs directions
US7252454B2 (en) 2003-10-31 2007-08-07 Paul Bradford Expansion joint system including damping means
US20060067789A1 (en) * 2004-09-24 2006-03-30 Watson Bowman Acme Corporation Expansion joint system
US20060070330A1 (en) 2004-09-24 2006-04-06 Watson Bowman Acme Corporation Bearing and expansion joint system including same
DE202005020074U1 (de) * 2005-12-21 2006-04-20 Herm. Friedr. Künne Gmbh & Co. Profilschienensystem
US20080148499A1 (en) * 2006-12-13 2008-06-26 Construction Research & Technology Gmbh Expansion joint system
US8421718B2 (en) * 2007-05-21 2013-04-16 Lg Display Co., Ltd. Organic light emitting device
CA2782399C (fr) * 2009-12-10 2014-08-12 Construction Research & Technology Gmbh Systeme de joint de dilatation a controle d'equidistance de zone
JP6224978B2 (ja) * 2013-10-01 2017-11-01 日本車輌製造株式会社 橋梁用伸縮装置
DE102013224460A1 (de) * 2013-11-28 2015-05-28 Maurer Söhne Engineering GmbH & Co. KG Überbrückungsvorrichtung
US11142905B2 (en) * 2018-07-11 2021-10-12 Schuter Systems L.P. Systems for recessing subfloor structures

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0821104A2 (fr) 1996-07-26 1998-01-28 Maurer Söhne GmbH & Co. KG Dispositif de pontage pour joints

Family Cites Families (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3880540A (en) * 1971-03-08 1975-04-29 Brown Co D S Modular expansion joint
CH546311A (de) * 1972-04-10 1974-02-28 Mageba Sa Vorrichtung zum ueberbruecken von dehnungsfugen in bruecken, strassen oder aehnlichen verkehrswegbauten.
CH595509A5 (fr) * 1975-07-29 1978-02-15 Bertschmann Silvio
DE3212717C1 (de) * 1982-04-05 1983-11-17 Kober AG, 8750 Glarus Fugenueberbrueckungsvorrichtung fuer Dehnfugen in Fahrbahnen von Bruecken od.dgl.
DE59001088D1 (de) * 1989-02-06 1993-05-06 Robert Warthmann Rollverschluss-fahrbahnuebergang, insbesondere fuer dilatationsfugen von bruecken.
DE59102265D1 (de) * 1991-04-29 1994-08-25 Maurer Friedrich Soehne Überbrückungsvorrichtung für Dehnungsfugen in Brücken oder dergleichen.
JP2858380B2 (ja) * 1991-06-11 1999-02-17 建設省土木研究所長 橋梁用伸縮装置
JP3622398B2 (ja) * 1997-02-05 2005-02-23 清水建設株式会社 橋梁の連結装置
US5887308A (en) * 1997-07-28 1999-03-30 Watson Bowman Acme Corp. Expansion joint system with seismic accommodation
JP3276066B2 (ja) * 1997-09-29 2002-04-22 ドーエイ外装有限会社 床目地装置
JPH11152707A (ja) * 1997-11-25 1999-06-08 Nitta Ind Corp 橋梁用伸縮継手
FR2775991B1 (fr) * 1998-03-10 2000-08-04 Equip Tech Pour L Ind De La Co Joint de dilatation pour ouvrage routier
JP3686990B2 (ja) * 1998-10-30 2005-08-24 ニッタ株式会社 橋梁用伸縮装置
JP4220096B2 (ja) * 2000-03-23 2009-02-04 日本鋳造株式会社 橋梁用伸縮装置の取付け構造
WO2001098599A1 (fr) * 2000-06-19 2001-12-27 Seamus Michael Devlin Joint de dilatation
US6675539B2 (en) * 2001-06-18 2004-01-13 Construction Specialties, Inc. Roof seismic motion-absorbing gap cover
US6581347B1 (en) * 2002-02-15 2003-06-24 Balco, Inc. Expansion joint cover
US6609265B1 (en) * 2002-10-03 2003-08-26 Thomas C. Jee Seismic proof articulating bridge deck expansion joint

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0821104A2 (fr) 1996-07-26 1998-01-28 Maurer Söhne GmbH & Co. KG Dispositif de pontage pour joints

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014082734A1 (fr) * 2012-11-27 2014-06-05 Mageba S.A. Dispositif permettant de compenser des joints de dilatation
CN104822883A (zh) * 2012-11-27 2015-08-05 马格巴股份有限公司 伸缩缝跨接设备
US9540774B2 (en) 2012-11-27 2017-01-10 Mageba S.A. Expansion joint bridging device
CN104822883B (zh) * 2012-11-27 2017-05-03 马格巴股份有限公司 伸缩缝跨接设备
RU2642737C2 (ru) * 2012-11-27 2018-01-25 Магеба С.А. Устройство для перекрытия компенсационного зазора
WO2016113312A1 (fr) * 2015-01-14 2016-07-21 Maurer Söhne Engineering GmbH & Co. KG Dispositif de pontage pour un pont mobile et pont mobile équipé d'un tel dispositif de pontage
RU2702487C2 (ru) * 2015-01-14 2019-10-08 Маурер Зёне Инжиниринг Гмбх Энд Ко. Кг Перекрывающее устройство для подвижного моста и подвижной мост, имеющий такое перекрывающее устройство
CN108130856A (zh) * 2017-11-28 2018-06-08 同济大学 采用uhpc灌浆料的单层钢筋布置的桥梁上部结构接缝

Also Published As

Publication number Publication date
IL155323A (en) 2008-08-07
US6931807B2 (en) 2005-08-23
JP4707938B2 (ja) 2011-06-22
EP1355009B1 (fr) 2011-12-21
JP2003342913A (ja) 2003-12-03
US20030196400A1 (en) 2003-10-23
EP1355009A3 (fr) 2005-10-19
IL155323A0 (en) 2003-11-23

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