EP0090986A3 - Gap-bridging device for expansion joints in the decking of bridge roads or the like - Google Patents

Gap-bridging device for expansion joints in the decking of bridge roads or the like Download PDF

Info

Publication number
EP0090986A3
EP0090986A3 EP83102700A EP83102700A EP0090986A3 EP 0090986 A3 EP0090986 A3 EP 0090986A3 EP 83102700 A EP83102700 A EP 83102700A EP 83102700 A EP83102700 A EP 83102700A EP 0090986 A3 EP0090986 A3 EP 0090986A3
Authority
EP
European Patent Office
Prior art keywords
supported
slat
trusses
joint
gap
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.)
Withdrawn
Application number
EP83102700A
Other languages
German (de)
French (fr)
Other versions
EP0090986A2 (en
Inventor
Reinhold Huber
Waldemar Köster
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.)
Kober AG Glarus
Koerber AG
Original Assignee
Kober AG Glarus
Koerber 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 Kober AG Glarus, Koerber AG filed Critical Kober AG Glarus
Publication of EP0090986A2 publication Critical patent/EP0090986A2/en
Publication of EP0090986A3 publication Critical patent/EP0090986A3/en
Withdrawn legal-status Critical Current

Links

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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Road Paving Structures (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

Bei einer Fugenüberbrückungsvorrichtung für Dehnfu­ gen in Fahrbahnen von Brücken oder dergleichen, mit mehreren an die Fahrbahnoberfläche angrenzenden, quer zur Fahrbahnrichtung verlaufenden, zueinander parallelen (Lamellen (1-5), welche auf den Fugenspalt überbrückenden, in den Fugenrandern (14, 15) verschieblich gelagerten Tra­ versen (6-10) abgestützt sind, ist jede Lamelle mit zwei oder mehreren Traversen, jede Traverse aber mit nicht mehr als einer Lamelle fest verbunden. Die Steuerung der Lamelle­ nabstände erfolgt mittels elastomerer Lagerkörper (19), wobei die Traversen über derartige Lagerkörper auf einer oder beiden Lamellen abgestützt sind, und wobei die beiden äußeren Traversen (6, 10) ebenfalls über derartige Lagerkör­ per auf beiden Fugenrändern (14, 15), jede auf einem anderen, abgestützt sind. In a joint bridging device for expansion feet conditions in lanes of bridges or the like several transversely adjacent to the road surface parallel to each other in the direction of the road (Lamellae (1-5), which bridge over the joint gap, in the joint edges (14, 15) slidably mounted tra verses (6-10) are supported, each slat with two or multiple trusses, but each truss with no more than a slat firmly connected. The control of the slat Clearances are made by means of elastomeric bearing bodies (19), the trusses on such a bearing body on a or both slats are supported, and the two outer trusses (6, 10) also over such storage trays per on both joint edges (14, 15), each on one others that are supported.

Diese Art der Anordnung der erläuterten Lagerkörper ergibt darüberhinaus eine besonders gleichmäßige Vertei­ lung der Vertikallasten. This type of arrangement of the illustrated bearing body results in a particularly even distribution vertical loads.

EP83102700A 1982-04-05 1983-03-18 Gap-bridging device for expansion joints in the decking of bridge roads or the like Withdrawn EP0090986A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3212717A DE3212717C1 (en) 1982-04-05 1982-04-05 Joint bridging device for expansion joints in carriageways of bridges or the like.
DE3212717 1982-04-05

Publications (2)

Publication Number Publication Date
EP0090986A2 EP0090986A2 (en) 1983-10-12
EP0090986A3 true EP0090986A3 (en) 1984-10-03

Family

ID=6160318

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83102700A Withdrawn EP0090986A3 (en) 1982-04-05 1983-03-18 Gap-bridging device for expansion joints in the decking of bridge roads or the like

Country Status (6)

Country Link
US (1) US4516284A (en)
EP (1) EP0090986A3 (en)
JP (1) JPS58178705A (en)
AU (1) AU1314383A (en)
DE (1) DE3212717C1 (en)
ZA (1) ZA832399B (en)

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3333880C2 (en) * 1983-09-20 1986-08-21 Kober Ag, Glarus Device for bridging expansion joints in bridges or the like.
EP0163759B1 (en) * 1984-06-08 1988-09-28 Friedrich Maurer Söhne GmbH & Co. KG Bridging device for expansion joints in bridges or the like
DE59102265D1 (en) * 1991-04-29 1994-08-25 Maurer Friedrich Soehne Bridging device for expansion joints in bridges or the like.
US5887308A (en) * 1997-07-28 1999-03-30 Watson Bowman Acme Corp. Expansion joint system with seismic accommodation
US7395570B2 (en) * 2002-04-02 2008-07-08 Construction Research & Technology Gmbh Expansion joint system for accommodation of large movement in multiple directions
EP1355009B1 (en) * 2002-04-17 2011-12-21 Maurer Söhne GmbH & Co. KG Bridging device for joints
US6609265B1 (en) 2002-10-03 2003-08-26 Thomas C. Jee Seismic proof articulating bridge deck expansion joint
CA2486422C (en) * 2003-10-31 2011-02-22 Watson Bowman Acme Corporation Expansion joint system including damping means
EP1621674A1 (en) * 2004-07-30 2006-02-01 Mageba S.A. Bridging device
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
US8351687B1 (en) 2004-09-24 2013-01-08 Watson Bowman Acme Corporation Bearing and expansion joint system including same
MX2012006464A (en) 2009-12-10 2012-07-03 Constr Res & Tech Gmbh Zone equidistance control expansion joint system.
US8919065B2 (en) * 2010-05-17 2014-12-30 Construction Research & Technology Gmbh Expansion joint system using flexible moment connection and friction springs
DE102012023129B3 (en) * 2012-11-27 2013-12-12 Mageba S.A. Expansion joint bridging device
CN106284063A (en) * 2016-10-18 2017-01-04 单国珠 Curvilinear mold numerical expression damping vibration attenuation multi-directional deflection retractor device and method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1260508B (en) * 1964-03-06 1968-02-08 Mageba Sa Joint bridging device for expansion joints in bridges or the like.
DE1658611C (en) * 1967-04-29 1973-08-30 Friedrich Maurer Sohne, 8000 München Device for bridging expansion joints in bridges, roads, runways and taxiways od the like
US4058867A (en) * 1977-01-21 1977-11-22 Acme Highway Products Corporation Uplift restraint for composite expansion joint assembly
EP0039454A2 (en) * 1980-05-03 1981-11-11 Kober AG Bridging device for expansion joints in bridges or the like

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT281101B (en) * 1967-04-29 1970-05-11 Maurer Friedrich Soehne Bridging for expansion joints in bridges and the like.
US3604322A (en) * 1968-08-23 1971-09-14 Maurer Friedrich Soehne Bridging of expansion joints in roadways of bridges, streets, runways and the like
AT308173B (en) * 1970-02-03 1973-06-25 Maurer Friedrich Soehne Bridging device for expansion joints in bridges or the like.
DE2004634A1 (en) * 1970-02-03 1971-09-02 Friedrich Maurer Sohne Stahlbau, 8000 München Joint bridging device for expansion joints
DE2112218C3 (en) * 1971-03-13 1974-07-25 Fa. Friedrich Maurer Soehne, 8000 Muenchen Bridging device for expansion joints in the roadways of bridges or the like
CH562924A5 (en) * 1973-02-05 1975-06-13 Proceq Sa
US4030156A (en) * 1976-08-16 1977-06-21 A. J. Harris & Sons, Inc. Bridge expansion joint
US4075728A (en) * 1976-12-27 1978-02-28 Acme Highway Products Corporation Adjustable embossment connector for a composite expansion joint assembly
DE2746490C3 (en) * 1977-10-15 1982-05-19 Friedrich Maurer Söhne GmbH & Co KG, 8000 München Bridging device for expansion joints in bridges or the like.
DE3019594C2 (en) * 1980-05-22 1982-10-07 Kober AG, 8750 Glarus Joint bridging device for expansion joints in bridges or the like.
DE3017048C2 (en) * 1980-05-03 1982-09-02 Kober AG, 8750 Glarus Joint bridging device for expansion joints in bridges or the like.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1260508B (en) * 1964-03-06 1968-02-08 Mageba Sa Joint bridging device for expansion joints in bridges or the like.
DE1658611C (en) * 1967-04-29 1973-08-30 Friedrich Maurer Sohne, 8000 München Device for bridging expansion joints in bridges, roads, runways and taxiways od the like
US4058867A (en) * 1977-01-21 1977-11-22 Acme Highway Products Corporation Uplift restraint for composite expansion joint assembly
EP0039454A2 (en) * 1980-05-03 1981-11-11 Kober AG Bridging device for expansion joints in bridges or the like

Also Published As

Publication number Publication date
DE3212717C1 (en) 1983-11-17
AU1314383A (en) 1983-10-13
US4516284A (en) 1985-05-14
ZA832399B (en) 1983-12-28
JPS58178705A (en) 1983-10-19
EP0090986A2 (en) 1983-10-12

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Legal Events

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PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

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AK Designated contracting states

Designated state(s): AT BE CH DE FR GB IT LI NL

PUAL Search report despatched

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Designated state(s): AT BE CH DE FR GB IT LI NL

17P Request for examination filed

Effective date: 19850207

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN

18W Application withdrawn

Withdrawal date: 19860417

RIN1 Information on inventor provided before grant (corrected)

Inventor name: KOESTER, WALDEMAR

Inventor name: HUBER, REINHOLD