EP1846617B1 - Schienengleicher Bahnübergang - Google Patents

Schienengleicher Bahnübergang Download PDF

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Publication number
EP1846617B1
EP1846617B1 EP06701532A EP06701532A EP1846617B1 EP 1846617 B1 EP1846617 B1 EP 1846617B1 EP 06701532 A EP06701532 A EP 06701532A EP 06701532 A EP06701532 A EP 06701532A EP 1846617 B1 EP1846617 B1 EP 1846617B1
Authority
EP
European Patent Office
Prior art keywords
rails
railway crossing
rail
track
supporting beams
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.)
Active
Application number
EP06701532A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1846617A1 (de
Inventor
Bernhard Neumann
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.)
Gmundner Fertigteile GmbH and Co KG
Original Assignee
Gmundner Fertigteile 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 Gmundner Fertigteile GmbH and Co KG filed Critical Gmundner Fertigteile GmbH and Co KG
Priority to SI200630242T priority Critical patent/SI1846617T1/sl
Priority to PL06701532T priority patent/PL1846617T3/pl
Priority to AT06701532T priority patent/ATE418647T1/de
Publication of EP1846617A1 publication Critical patent/EP1846617A1/de
Application granted granted Critical
Publication of EP1846617B1 publication Critical patent/EP1846617B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • 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
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04—Pavings for railroad level-crossings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • E01B21/04—Special fastenings, joint constructions, or tie-rods

Definitions

  • the invention relates to a level crossing railroad over one or more tracks, which have for supporting the rails of the track concerned sleepers, which level crossing has a drivable traffic area formed by roofing elements, wherein the roofing elements at their edges facing the rails only to the relevant Rails are supported and disposed between two rails of a track concerned covering elements bridging the space between these rails cantilevered from rail to rail and the outside of the rails of the relevant track or track concerned then arranged roofing elements are provided on their rail side edge of the relevant Rail are supported and are supported on their side facing away from this rail on foundations.
  • the inventively constructed level crossing of the type mentioned above is characterized in that the rails of the track or the tracks on which the provided in the region of the railway crossing roofing elements are supported with their rails facing the edges, in the region of the railroad crossing on along the rails under this extending support beams are mounted and fixed, wherein the two rails of the respective track associated support beams are connected to each other with transverse webs and the support beams in turn rest on a bedding, and the storage of rails on sleepers is only outside the range of the railroad crossing.
  • the support beams on which the rails are mounted can receive a significant portion of the bending loads caused by the forces transmitted to the rails by the roofing elements, and these are transmitted by the support beams over a relatively long section of the track transmitted distributed to the bedding, which, together with the own the support beam stiffness, a very good position stability of the track results. It also comes the combination effect, resulting from the support of the respective areas of the track cantilever bridging roofing elements on the rails together with the storage and mounting of the rails on the longitudinal support beams, which in turn rest on a bedding, is essential. It is even after acceptance of the roofing elements good accessibility of the bedding, on which the support beams rest, given so that maintenance work on this bedding can be made in a simple manner.
  • the support beams are in turn mounted on a ballast bed.
  • This training is favorable for adapting the elastic behavior of the track in the region of the level crossing to the elastic behavior of the track track constructed with sleepers.
  • the elastic behavior of a track has a considerable influence on the dynamic driving characteristics of vehicles.
  • it is also possible to provide other configurations of the bedding for example by the support beams resting on a planum, which planum can also be leveled with a thin layer of gravel or the like. It also results in an advantageous embodiment of the inventively constructed railroad crossing, if it is provided that the support beams are provided on its underside with a pressure-deformable layer.
  • the pressure-deformable layer with which the support beams are provided on its underside, is a pressure-elastic layer. It further improves the seating of the supporting beams on the bedding and also achieves a damping of structure-borne noise caused by vehicles passing through the area of the railway crossing, and it also enables the pressure-elastic layer an automatic compensation of irregular settlements in the bedding.
  • the pressure-elastic layer is formed from an elastomer.
  • An advantageous embodiment of a level crossing according to the invention in which the supporting beams are provided on their underside with a pressure-deformable layer, is characterized in that the pressure-deformable layer is foamed. It can be formed in this way with relatively little cost of materials on the underside of the support beams a compressible layer, which conforms very well to the bedding, with respect to Bettungstoleranzen good balancing properties and has good insulation properties with respect to structure-borne noise.
  • the support beams seen in the rail longitudinal direction, extend beyond the transversely extending to the rail longitudinal edges of the traffic area.
  • the support beams arranged under the individual rails of the respective track are formed from a plurality of bearing beam parts which are arranged next to one another in the rail longitudinal direction and are interconnected.
  • the in the Fig. 1 and 2 Level crossing 1 leads over a track 2 and has a traffic area 4, which is formed from roofing elements 6, 7. From the traffic area 4 away on both sides of the track road surfaces 5 connect.
  • the roofing elements 6 are arranged between the rails 10, 11 of the track 2 and the roofing elements 7 are arranged on the outside of the rails 10, 11 of the track subsequently.
  • the roofing elements 6, 7 are supported on their rails 10, 11 facing edges 8, 9 with the interposition of elastomeric profiles 8a, 9a only on the rails 10, 11 of the track 2, wherein the arranged between the rails 10, 11 of the track 2 covering elements 6 bridges the space 12 between these rails 10, 11 cantilevered from rail to rail; the covering elements 7, which are subsequently arranged on the rails 10, 11, are supported on their rail-side edge 9 via interposed elastomer profiles 9a on the respectively relevant rails 10, 11 and are supported on foundations 14 on their side 13 facing the relevant rail.
  • the rails 10, 11 of the track 2 are mounted on supporting beams 15, 16, which are arranged along the rails 10, 11 extending under these rails are.
  • the rails 10, 11 are connected to rail fasteners 17 with the support beams 15, 16.
  • the two rails 10, 11 of the track associated support beams 15, 16 are connected to each other with transverse webs 18 and there are the support beams 15, 16 in turn on a bedding, which is formed in this embodiment by a ballast bed 19.
  • the rails 10, 11 of the track 2 are mounted on sleepers 20, which in turn are laid on a ballast bed 21.
  • the support beams 15, 16 may end at the lateral edges 22 of the traffic area 4. However, it is in terms of an improvement of the load distribution and in terms of a homogenization of the dynamic properties of the track in the area of the railroad crossing 1 on the one hand and the adjoining the railroad crossing 1 track sections on the other hand favorable if the support beams 15, 16, as in Fig. 1 is shown extending in the rail longitudinal direction 23 extend beyond the transversely to the rail longitudinal direction extending lateral edges 22 of the traffic surface 4 addition.
  • the support bars 15, 16 arranged under the rails 10, 11 are provided on its underside 26 with a pressure-deformable layer 27 which rests on the running in the form of a ballast bed 19 bedding. Due to the deformability of the layer 27, this layer fits snugly against the irregular top surface of the ballast bed 19, and it is such a particularly good grip of the support beams 15, 16 on the ballast bed 19, which prevents unwanted lateral displacement of the support beams 15, 16 and also achieved a balance of shape tolerances of the top of the ballast bed 19.
  • the compressible layer 27 may, for example, have a thickness of one or more centimeters.
  • the pressure-deformable layer 27 is a pressure-elastic layer, wherein it is favorable, such a pressure-elastically formed layer of an elastomer to build.
  • the compressible layer 27 is a foamed layer, wherein such an embodiment also in terms of achieving a good grip of the support beams 15, 16 on the bedding or a ballast bed 19 and also with regard to a good insulation of structure-borne noise, which arises when driving on the railroad crossing, is favorable.
  • the in Fig. 5 The level crossing 4 passes over two adjacent tracks 2, 3.
  • the traffic area 4 of this level crossing 1 is formed from roofing elements 6, 7, wherein the roofing elements 6, between the rails 10, 11 of the track 2 and between the rails 10, 11 of the track 3, are supported exclusively on these rails 10, 11 and cantilever over the space present in each of these tracks 2, 3 between the rails 10, 11 space from rail to rail.
  • the roofing elements 7 are arranged on the outside of the rails of the tracks 2, 3 and are with their edges 9, which are the rails 10, 11 facing, mounted on these rails 10, 11 and on their side facing away from the respective rail 10, 11 side 13th stored on foundations 14.
  • the rails 10, 11 of the tracks 2, 3 are mounted outside the area of the railroad crossing 1 on sleepers 20, which in turn rest on a ballast bed 21.
  • the support beams arranged in the region of the level crossing 1 under the individual rails 10, 11 are formed from a plurality of support beam parts 15a, 15b, 16a, 16b which are lined up with one another in the rail longitudinal direction 23 and are interconnected.
  • the connection of the supporting beam parts 15a, 15b, on the one hand and 16a, 16b on the other hand is carried out with tabs 28, which are visible through a made in the drawing breaking the roofing elements.
  • the supporting beams thus formed extend analogously to the embodiment according to FIGS Fig. 1 and 2 seen in the longitudinal direction of rail 23 over the lateral edges 22 of the traffic area 4 addition.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Railway Tracks (AREA)
  • Agricultural Chemicals And Associated Chemicals (AREA)
EP06701532A 2005-02-09 2006-02-02 Schienengleicher Bahnübergang Active EP1846617B1 (de)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SI200630242T SI1846617T1 (sl) 2005-02-09 2006-02-02 Nivojski železniški prehod
PL06701532T PL1846617T3 (pl) 2005-02-09 2006-02-02 Zrównany z szynami przejazd kolejowy
AT06701532T ATE418647T1 (de) 2005-02-09 2006-02-02 Schienengleicher bahnübergang

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT2132005 2005-02-09
PCT/AT2006/000041 WO2006084297A1 (de) 2005-02-09 2006-02-02 Schienengleicher bahnübergang

Publications (2)

Publication Number Publication Date
EP1846617A1 EP1846617A1 (de) 2007-10-24
EP1846617B1 true EP1846617B1 (de) 2008-12-24

Family

ID=36153784

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06701532A Active EP1846617B1 (de) 2005-02-09 2006-02-02 Schienengleicher Bahnübergang

Country Status (19)

Country Link
EP (1) EP1846617B1 (xx)
JP (1) JP4786665B2 (xx)
KR (1) KR20070114355A (xx)
CN (1) CN101115881B (xx)
AT (2) AT8456U1 (xx)
AU (1) AU2006212686B2 (xx)
CA (1) CA2596899C (xx)
DE (1) DE502006002433D1 (xx)
DK (1) DK1846617T3 (xx)
ES (1) ES2317485T3 (xx)
HR (1) HRP20090145T3 (xx)
MA (1) MA29251B1 (xx)
PL (1) PL1846617T3 (xx)
PT (1) PT1846617E (xx)
RS (1) RS50723B (xx)
SI (1) SI1846617T1 (xx)
TN (1) TNSN07243A1 (xx)
TW (1) TW200639295A (xx)
WO (1) WO2006084297A1 (xx)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2901814B1 (fr) * 2006-06-01 2012-10-12 Sateba Systeme Vagneux Ensemble pour passage a niveau
CN104746391B (zh) * 2013-12-31 2017-05-10 刘尚举 纵横组合轨枕
DE102014113295B3 (de) 2014-09-16 2016-02-11 Railbeton Haas Kg Bahnübergangsbelagssystem
DE102017111298A1 (de) * 2017-05-23 2018-11-29 Dätwyler Sealing Technologies Deutschland Gmbh Schienenanordnung für Schienenfahrzeuge mit Spurkranzrädern
CN108060621B (zh) * 2017-12-27 2020-02-18 武汉理工大学 防水减振型沥青混凝土平交道口铺装结构及其施工方法
CN112982044B (zh) * 2021-03-24 2023-01-06 广西柳州钢铁集团有限公司 道口整体道床快速成型施工工艺方法

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3056555A (en) * 1960-08-23 1962-10-02 Jacob A Eisses Grade crossing
AT227289B (de) * 1961-01-20 1963-05-10 Meteoor Nv Betonfabriek Gleislagerung auf Blockschwellen
JPS61270401A (ja) * 1985-05-25 1986-11-29 新日本製鐵株式会社 軌道構造体
DE59101893D1 (de) * 1990-08-08 1994-07-14 Gmundner Fertigteile Gmbh Schienengleicher bahnübergang.
AT404266B (de) * 1995-10-03 1998-10-27 Gmundner Fertigteile Gmbh Schienengleicher bahnübergang
AT410953B (de) * 2001-05-09 2003-09-25 Gmundner Fertigteile Gmbh Gleiseindeckung
DE10138869A1 (de) * 2001-08-08 2003-02-20 Kraiburg Elastik Gleisübergangseinrichtung
JP4182254B2 (ja) * 2003-04-25 2008-11-19 小田急電鉄株式会社 フローティングラダーマクラギ、フローティングラダー軌道及びその敷設方法
JP3959368B2 (ja) * 2003-05-15 2007-08-15 清田軌道工業株式会社 踏切舗装板構造
JP4112522B2 (ja) * 2003-05-19 2008-07-02 財団法人鉄道総合技術研究所 ラダー型マクラギを使用した車両用軌道とその施工方法、並びにそれに使用されるマクラギ規制具
AT500911B1 (de) * 2004-06-22 2006-10-15 Gmundner Fertigteile Gmbh Leiterschwellengleis

Also Published As

Publication number Publication date
JP4786665B2 (ja) 2011-10-05
SI1846617T1 (sl) 2009-06-30
CA2596899A1 (en) 2006-08-17
EP1846617A1 (de) 2007-10-24
TW200639295A (en) 2006-11-16
AT8456U1 (de) 2006-08-15
KR20070114355A (ko) 2007-12-03
CA2596899C (en) 2011-01-25
JP2008530394A (ja) 2008-08-07
ES2317485T3 (es) 2009-04-16
MA29251B1 (fr) 2008-02-01
ATE418647T1 (de) 2009-01-15
RS50723B (sr) 2010-08-31
HRP20090145T3 (en) 2009-04-30
AU2006212686B2 (en) 2011-03-03
TNSN07243A1 (en) 2008-11-21
PL1846617T3 (pl) 2009-06-30
CN101115881B (zh) 2010-06-23
WO2006084297A1 (de) 2006-08-17
CN101115881A (zh) 2008-01-30
PT1846617E (pt) 2009-02-17
AU2006212686A1 (en) 2006-08-17
DK1846617T3 (da) 2009-04-14
DE502006002433D1 (de) 2009-02-05

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