DE50010053D1 - DAMPING PROFILE FOR RAIL RAILS - Google Patents

DAMPING PROFILE FOR RAIL RAILS

Info

Publication number
DE50010053D1
DE50010053D1 DE50010053T DE50010053T DE50010053D1 DE 50010053 D1 DE50010053 D1 DE 50010053D1 DE 50010053 T DE50010053 T DE 50010053T DE 50010053 T DE50010053 T DE 50010053T DE 50010053 D1 DE50010053 D1 DE 50010053D1
Authority
DE
Germany
Prior art keywords
rail
damping
area
spaces around
damping 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.)
Expired - Lifetime
Application number
DE50010053T
Other languages
German (de)
Inventor
Hans Bogel
Bernd Pahl
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.)
Bogel Johann 79110 Freiburg De
Carlisle Construction Materials GmbH
Original Assignee
Phoenix 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7919265&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=DE50010053(D1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Phoenix AG filed Critical Phoenix AG
Priority to DE50010053T priority Critical patent/DE50010053D1/en
Application granted granted Critical
Publication of DE50010053D1 publication Critical patent/DE50010053D1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003Means for reducing the development or propagation of noise
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00Track superstructure adapted for tramways in paved streets
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/11Embedded tracks, using prefab elements or injecting or pouring a curable material

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
  • Road Paving Structures (AREA)
  • Flanged Joints, Insulating Joints, And Other Joints (AREA)
  • Control And Other Processes For Unpacking Of Materials (AREA)
  • Breeding Of Plants And Reproduction By Means Of Culturing (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to a rail assembly provided with a rail (5), in particular, a channel rail, with damping sections (1) and (2) which act on both sides of the rail (5) when in a working position. The spaces around the rail (3, 4) are partially filled by the damping sections and an area (12) of each damping section (1, 2) is located on, or can be applied to the corresponding underside (6, 7) of the rail head (8). Said area (12) stretches elastically in a vertical direction and gives against a restoring force. This configuration allows the rail (5) to be displaced vertically when subjected to stress, without being hindered by parts of a supporting layer (16) of a road section (15) which penetrate the spaces around the rail (3, 4) and without having a detrimental effect on, or destroying said supporting layers (16). Said rail assembly also provides good soundproofing and electric insulation.
DE50010053T 1999-08-21 2000-08-14 DAMPING PROFILE FOR RAIL RAILS Expired - Lifetime DE50010053D1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE50010053T DE50010053D1 (en) 1999-08-21 2000-08-14 DAMPING PROFILE FOR RAIL RAILS

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19939838A DE19939838A1 (en) 1999-08-21 1999-08-21 Damping profile for rails, in particular, grooved rails only partially fills the rail chambers, and comprises an elastically compliant top section which is pressed against the underside of the rail head
DE50010053T DE50010053D1 (en) 1999-08-21 2000-08-14 DAMPING PROFILE FOR RAIL RAILS
PCT/EP2000/007894 WO2001014642A1 (en) 1999-08-21 2000-08-14 Damping section for channel rails

Publications (1)

Publication Number Publication Date
DE50010053D1 true DE50010053D1 (en) 2005-05-19

Family

ID=7919265

Family Applications (2)

Application Number Title Priority Date Filing Date
DE19939838A Withdrawn DE19939838A1 (en) 1999-08-21 1999-08-21 Damping profile for rails, in particular, grooved rails only partially fills the rail chambers, and comprises an elastically compliant top section which is pressed against the underside of the rail head
DE50010053T Expired - Lifetime DE50010053D1 (en) 1999-08-21 2000-08-14 DAMPING PROFILE FOR RAIL RAILS

Family Applications Before (1)

Application Number Title Priority Date Filing Date
DE19939838A Withdrawn DE19939838A1 (en) 1999-08-21 1999-08-21 Damping profile for rails, in particular, grooved rails only partially fills the rail chambers, and comprises an elastically compliant top section which is pressed against the underside of the rail head

Country Status (9)

Country Link
EP (1) EP1206599B8 (en)
AT (1) ATE293186T1 (en)
CZ (1) CZ297844B6 (en)
DE (2) DE19939838A1 (en)
ES (1) ES2240170T3 (en)
HU (1) HU223616B1 (en)
PL (1) PL207332B1 (en)
PT (1) PT1206599E (en)
WO (1) WO2001014642A1 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20312915U1 (en) * 2003-08-18 2003-10-30 sedra GmbH, 65203 Wiesbaden Insulating shells for rails
FR2872829B1 (en) * 2004-07-06 2012-10-12 Sateba Systeme Vagneux METHOD OF INSTALLATION OF ENCLOSED RAILWAY, MEANS FOR ITS IMPLEMENTATION AND RAILWAY OBTAINED
EP2791420B1 (en) 2011-12-14 2016-05-18 Dätwyler Sealing Technologies Deutschland GmbH Damping arrangement
CN103452016A (en) * 2013-09-17 2013-12-18 浙江天铁实业股份有限公司 Tramcar vibration-absorbing and noise-damping structure
DE102016112720A1 (en) 2016-07-12 2018-01-18 Dätwyler Sealing Technologies Deutschland Gmbh Damping arrangement for tracks
DE102016114172A1 (en) 2016-08-01 2018-02-01 Edilon Sedra Gmbh Rail with electrical insulation
DE102018109255A1 (en) 2018-04-18 2019-10-24 Edilon Sedra Gmbh Elastic rail to be stored
DE102020121136A1 (en) 2020-08-11 2022-02-17 Sealable Solutions Gmbh Elastomer profile as heat protection for rails

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4322468C2 (en) * 1993-07-06 1995-11-16 Draebing Kg Wegu Damping element for a rail
DE4400023A1 (en) * 1994-01-03 1995-07-06 Ingbuero Fuehrer Gunther Prof Elastic rail covering
US5464152A (en) * 1994-01-07 1995-11-07 Pacific International Pipe Enterprises, Inc. Method and apparatus for electrically isolating a rail in a precast concrete grade crossing
DE59509124D1 (en) * 1994-05-05 2001-05-03 Phoenix Ag RAIL ARRANGEMENT
DE59508918D1 (en) * 1994-07-16 2001-02-01 Phoenix Ag Rail arrangement
DE19646133A1 (en) * 1996-11-08 1998-05-14 Hermann Ortwein Substructure for a track for rail vehicles
US6296195B1 (en) * 1997-10-21 2001-10-02 Phoenix Aktiengesellschaft Rail system

Also Published As

Publication number Publication date
DE19939838A1 (en) 2001-02-22
CZ297844B6 (en) 2007-04-11
WO2001014642A1 (en) 2001-03-01
PL363226A1 (en) 2004-11-15
PT1206599E (en) 2005-08-31
HU223616B1 (en) 2004-10-28
EP1206599B8 (en) 2005-06-08
HUP0203235A2 (en) 2003-01-28
PL207332B1 (en) 2010-12-31
CZ2002206A3 (en) 2002-06-12
ATE293186T1 (en) 2005-04-15
EP1206599B1 (en) 2005-04-13
ES2240170T3 (en) 2005-10-16
EP1206599A1 (en) 2002-05-22

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Legal Events

Date Code Title Description
8363 Opposition against the patent
8327 Change in the person/name/address of the patent owner

Owner name: BOGEL, JOHANN, 79110 FREIBURG, DE

Owner name: PHOENIX DICHTUNGSTECHNIK GMBH, 99880 WALTERSHA, DE

8365 Fully valid after opposition proceedings