EP1167625A2 - Structure de transition pour voies de ponts ferroviaires - Google Patents

Structure de transition pour voies de ponts ferroviaires Download PDF

Info

Publication number
EP1167625A2
EP1167625A2 EP01113524A EP01113524A EP1167625A2 EP 1167625 A2 EP1167625 A2 EP 1167625A2 EP 01113524 A EP01113524 A EP 01113524A EP 01113524 A EP01113524 A EP 01113524A EP 1167625 A2 EP1167625 A2 EP 1167625A2
Authority
EP
European Patent Office
Prior art keywords
bridge
construction according
compensating plate
abutment
bridge superstructure
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
EP01113524A
Other languages
German (de)
English (en)
Other versions
EP1167625B1 (fr
EP1167625A3 (fr
Inventor
Arnulf Stog
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1167625A2 publication Critical patent/EP1167625A2/fr
Publication of EP1167625A3 publication Critical patent/EP1167625A3/fr
Application granted granted Critical
Publication of EP1167625B1 publication Critical patent/EP1167625B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way
    • E01B2/003—Arrangement of tracks on bridges or in tunnels
    • 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
    • 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
    • E01D19/065—Joints having sliding plates
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/001—Track with ballast
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers

Definitions

  • the roadway of a railway bridge is by definition the superstructure existing on the bridge and the abutment in the ballast track from rails, sleepers and ballast bed or at the fixed Roadway consisting of rails, rail bases and fixed Base course.
  • Track ballast beds used a support plate superstructure, which is referred to as a solid carriageway.
  • a track superstructure requires special measures to the natural damping and To simulate the wearing properties of the ballast bed.
  • gravel beds tend to sit down, taking some material displacement takes place, which leads to particles becoming unloaded Relocate places - mainly in the transverse direction of the rails, but basically also in the longitudinal direction - so that they need regular refreshing.
  • the invention is therefore based on the object of a transition construction to create according to the preamble of claim 1 a large one at the crossings of long railway bridges Provides break resistance of the rails and storage security of the tracks, but there is still the possibility of crossing the carriageway regardless of the type of track superstructure, and where it should be possible to implement the carriageway crossing at low cost.
  • the special ones first Weighing beams or spring structures in the above State of the art can be saved.
  • stops in particular in the form of locking elements, which have a minimum and a maximum distance between the Compensation plates on the one hand and compensation plates, abutments and Ensure bridge superstructure on the other hand.
  • the solution according to the invention despite lower costs is much more robust than the known solution; the sensitivity to contamination is particularly clear compared to weighing beams reduced, and the durability, i.e. the lifespan significantly increased; the maintenance required for weighing beams can be omitted and there are also no strong and special ones dimensioned springs are used due to the required Are expensive.
  • the roadway crossing according to the invention is universal usable, and can basically be used both with ballast beds as well as on firm roads.
  • the shifts and twists at the end of the bridge due to traffic load, heat effects, Creeping and shrinking of the bridge can be done according to the invention reduce to a level that is not harmful to the track.
  • the Number of shims can be chosen in any way to meet the requirements be adjusted and it is possible to get leaner Bridge superstructures to be used, even if this is a smaller one Have rigidity, and thus significantly reduce the construction costs.
  • it is not necessary to use the joints reinforce rail profiles to work after the rail bases in any number and arrangement on the compensation plates distributed and limited the movements at the secondary joints can be.
  • the stops or locking elements according to the invention can be in any be designed in a suitable manner. They preferably point Buffers and stop bars between the side joints between compensating plates on the one hand or compensating plates, Bridge superstructure and abutment extend on the other hand. These provided locking elements are designed so that the joint width the secondary joints do not fall below a minimum dimension does not exceed the maximum dimension.
  • the compensation plates can be in any Prefabricate wise, correspond to each other and are therefore inexpensive. More complex designs for the transition of the tracks on one This makes it easy to replace the end of the bridge. Rail pull-out devices can be avoided in individual cases and so that high construction and maintenance costs are saved.
  • Another important aspect is that of the present invention possible height of the bridge superstructures. Let it through too the bridge weight and thus the total costs are reduced.
  • the rail push-through resistance lower significantly. This can be done over a distance of several 10 meters. This can then reduce the load the rails due to the bridge lengthening and shortening over one Distribute larger area, so that sometimes also rail pull-out devices can be saved.
  • the roadway transition shown in FIG. 1 has a parting line 1 at the end of a bridge that covers a bridge superstructure 2 of one Abutment 3 separates.
  • the bridge superstructure 2 via a longitudinally movable bearing on the abutment 3 stored so that there are also displacements in the longitudinal direction result.
  • the solution according to the invention is also straightforward suitable for fixed bearings, for example on Fig. 8 and the corresponding parting line 1 is to be referred to there.
  • a rail 5 is on compensation plates via rail support points 4 6 supported. 1 is only a short one Rail piece shown, it being understood that the Rail extends over the entire level crossing and Rail bases in any suitable manner via the compensation plates 6 and beyond can be distributed.
  • locking elements 7 are provided which prevent the movement limit the compensation plates 6 to each other, both in the direction towards each other as well as towards each other path.
  • the locking elements have a configuration that is described in more detail with reference to FIGS. 3 and 6.
  • locking elements 7a provided on one of the secondary joints 10. These locking elements are not movable in the longitudinal direction, so that the compensation plate not in the track direction shown in Fig. 2 11 can move to the roadway 12 of the bridge superstructure. After this the bridge superstructure 2 around the support point on the floating bearing of the abutment 3 swiveled under load, there is also an increase in the end area of the bridge superstructure near the joints. This is it favorable if a locking element 7a close to the bridge bearing is provided where there is no lifting of the bridge superstructure and the adjacent compensation plate 6 is formed.
  • the compensating plates 6 are on longitudinally displaceable bearings 9 are guided. Every compensation plate each associated secondary joint 10 has a longitudinally displaceable adjacent Bearing 9 on, so that the compensation plate 6 Bridge superstructure 2 and abutment 3 are resting. The one shown in Fig. 1 on the left Compensation plate 6 spans the parting line 1 between the bridge superstructure 2 and the abutment 3.
  • a locking element there are two fixed guide bushings, each guide bushing firmly attached to the side of the leveling plate or roadway is. Between the end faces of the compensation plates near one of the Fixed guide bushes extend a buffer element, that ensures a minimum distance for the parting line.
  • a stop rod extends through the guide bushings, which is equipped with two head elements, the one limitation allow the movement path to a maximum joint width.
  • a further buffer element can be placed on the stop bar if required be attached adjacent to one of the head elements gently limit the movement in the extension direction.
  • Fig. 4 shows a modified embodiment of the longitudinally displaceable Bearing and the locking elements.
  • Locking elements 8 come here Use directly on the bearing plates of the longitudinally movable Bearing 9 are attached and act there. Any locking element has a kind of sliding track as a bearing plate of the longitudinally movable Bearing 9 limited by two buffer elements is. This is shown enlarged in FIG. 6.
  • the bearing body of the longitudinally displaceable bearing 9 thus acts with its end face against the locking element 8 facing each as a stop, and it it is understood that the design of the stops 8 is chosen here is that the parting lines 10 have a minimum and a maximum allowable joint width.
  • Fig. 5 shows that the joint widths of the secondary joints 10 also depending the operating state can easily be different.
  • the embodiment according to FIG. 7 practically represents a kind of combination between the embodiments according to FIGS. 1 and 4 It is a buffer element 7 as a stop between two compensation plates 6 provided, and the bearing plates of neighboring Compensation plates 6 run in a common sliding path, the movement being limited by end stops 8.
  • Fig. 9 it can be seen that with appropriately long bridges also a plurality of compensation plates, namely three compensation plates here, can be used. It is understood that the distance between the longitudinally displaceable bearings 9 of the compensation plate 6, which spans the parting line, dimensioned in a suitable manner have to be. The same applies to the realization of a Road transition at a joint 1 between two bridge superstructures, which are supported on longitudinally movable bearings, as in Fig. 10 is shown.
  • FIGS. 11 and 12 show a transverse view of the compensating plates 6 with side guides 14, the movements transverse to the track direction prevent.
  • the side guide can, as can be seen in FIG. 11, through longitudinally displaceable bearings, which the compensation plates on the Lead side surfaces, or - as shown in Fig. 12 - through Guide rails to the side of the displacement paths of the longitudinally movable Bearings, which are shown enlarged in Fig. 13, manufactured become.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
EP01113524A 2000-06-21 2001-06-12 Structure de transition pour voies de ponts ferroviaires Expired - Lifetime EP1167625B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10030448A DE10030448B4 (de) 2000-06-21 2000-06-21 Übergangskonstruktion für Gleise von Eisenbahnbrücken
DE10030448 2000-06-21

Publications (3)

Publication Number Publication Date
EP1167625A2 true EP1167625A2 (fr) 2002-01-02
EP1167625A3 EP1167625A3 (fr) 2002-12-18
EP1167625B1 EP1167625B1 (fr) 2007-03-28

Family

ID=7646433

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01113524A Expired - Lifetime EP1167625B1 (fr) 2000-06-21 2001-06-12 Structure de transition pour voies de ponts ferroviaires

Country Status (3)

Country Link
EP (1) EP1167625B1 (fr)
AT (1) ATE358213T1 (fr)
DE (2) DE10030448B4 (fr)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004010248B3 (de) * 2004-03-03 2005-09-15 Heinz Raubacher Brücke
CN101270568B (zh) * 2007-11-06 2010-11-17 铁道第四勘察设计院 用于解决大梁缝地段的轨道桥接轨道板技术
WO2011120187A1 (fr) * 2010-03-29 2011-10-06 上海磁浮交通发展有限公司 Structure constructive finale de poutre porteuse de train à sustentation magnétique
JP2013133592A (ja) * 2011-12-26 2013-07-08 Sho-Bond Corp 橋梁用ブロック型埋設ジョイント伸縮装置
DE102013205573A1 (de) * 2013-03-28 2014-10-02 Maurer Söhne Engineering GmbH & Co. KG Übergangskonstruktion und Eisenbahnbrücke mit einer solchen Übergangskonstruktion
CN106894334A (zh) * 2017-04-17 2017-06-27 中铁第四勘察设计院集团有限公司 一种用于大跨度磁浮交通桥梁的伸缩缝装置
CN109930436A (zh) * 2019-03-18 2019-06-25 中铁第四勘察设计院集团有限公司 一种跨座式单轨区间轨道梁接车站的过渡系统
CN111472261A (zh) * 2020-04-27 2020-07-31 孟灵鑫 一种用于三跨桥梁横向抗震的组合支撑结构
CN113897875A (zh) * 2021-11-15 2022-01-07 吉林建筑大学 一种路桥施工用过渡装置
CN114197294A (zh) * 2022-01-05 2022-03-18 中铁大桥勘测设计院集团有限公司 一种伸缩桥梁及其使用方法
WO2022258798A1 (fr) * 2021-06-11 2022-12-15 Maurer Engineering Gmbh Structure de pontage pour supporter au moins un rail d'une voie ferrée dans la zone d'un joint de construction et structure de chemin de fer dotée d'une telle structure de pontage

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19806566A1 (de) 1998-02-17 1999-08-19 Pfeifer Ausgleichplatte für Eisenbahnbrücken

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3605574A (en) * 1969-05-21 1971-09-20 Frank K Hall Liquid impervious expansion joint
DE3432166C2 (de) * 1984-08-31 1986-10-23 Dyckerhoff & Widmann AG, 8000 München Brückentragwerk für Fahrzeuge mit hohen Bremskräften
EP0643169B1 (fr) * 1993-09-13 1997-11-26 VAE Aktiengesellschaft Dispositif de liaison de rails fixés sur une structure porteuse

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19806566A1 (de) 1998-02-17 1999-08-19 Pfeifer Ausgleichplatte für Eisenbahnbrücken

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004010248B3 (de) * 2004-03-03 2005-09-15 Heinz Raubacher Brücke
CN101270568B (zh) * 2007-11-06 2010-11-17 铁道第四勘察设计院 用于解决大梁缝地段的轨道桥接轨道板技术
WO2011120187A1 (fr) * 2010-03-29 2011-10-06 上海磁浮交通发展有限公司 Structure constructive finale de poutre porteuse de train à sustentation magnétique
JP2013133592A (ja) * 2011-12-26 2013-07-08 Sho-Bond Corp 橋梁用ブロック型埋設ジョイント伸縮装置
DE102013205573A1 (de) * 2013-03-28 2014-10-02 Maurer Söhne Engineering GmbH & Co. KG Übergangskonstruktion und Eisenbahnbrücke mit einer solchen Übergangskonstruktion
CN106894334A (zh) * 2017-04-17 2017-06-27 中铁第四勘察设计院集团有限公司 一种用于大跨度磁浮交通桥梁的伸缩缝装置
CN109930436A (zh) * 2019-03-18 2019-06-25 中铁第四勘察设计院集团有限公司 一种跨座式单轨区间轨道梁接车站的过渡系统
CN111472261A (zh) * 2020-04-27 2020-07-31 孟灵鑫 一种用于三跨桥梁横向抗震的组合支撑结构
CN111472261B (zh) * 2020-04-27 2021-09-14 孟灵鑫 一种用于三跨桥梁横向抗震的组合支撑结构
WO2022258798A1 (fr) * 2021-06-11 2022-12-15 Maurer Engineering Gmbh Structure de pontage pour supporter au moins un rail d'une voie ferrée dans la zone d'un joint de construction et structure de chemin de fer dotée d'une telle structure de pontage
CN113897875A (zh) * 2021-11-15 2022-01-07 吉林建筑大学 一种路桥施工用过渡装置
CN114197294A (zh) * 2022-01-05 2022-03-18 中铁大桥勘测设计院集团有限公司 一种伸缩桥梁及其使用方法

Also Published As

Publication number Publication date
ATE358213T1 (de) 2007-04-15
EP1167625B1 (fr) 2007-03-28
DE50112258D1 (de) 2007-05-10
DE10030448B4 (de) 2005-04-21
DE10030448A1 (de) 2002-01-03
EP1167625A3 (fr) 2002-12-18

Similar Documents

Publication Publication Date Title
EP2925932B2 (fr) Dispositif de pontage pour joints de dilatation
EP1167625B1 (fr) Structure de transition pour voies de ponts ferroviaires
DE102012014500A1 (de) Schienenbefestigungssystem für Übergangsbereiche
EP2978897B1 (fr) Structure de transition et pont de voie ferrée équipé d'une structure de transition de ce type
AT503436B1 (de) Eisenbahnfahrbahn
EP2729617B1 (fr) Transition entre deux sections de voie
DE19806566C2 (de) Ausgleichplatte für Eisenbahnbrücken
EP1488041B1 (fr) Procede pour la mise en place precise d'un support de voie de circulation et voie de circulation
DE3432166C2 (de) Brückentragwerk für Fahrzeuge mit hohen Bremskräften
AT8456U1 (de) Schienengleicher bahnübergang
DE2543243A1 (de) Brueckentragwerk mit gleitend auf dem ueberbau aufgelagerten und ohne unterbrechung ueber diesen hinweggefuehrten verkehrsweg
CH715209B1 (de) Gleiskörperübergangseinheit zwischen einem Schottergleisabschnitt und einem schotterlosen Gleisabschnitt.
DE2922862A1 (de) Herzstueck fuer weichen
EP1114221B1 (fr) Structure de traverses destinee a une voie ferree destinee a des vehicules ferroviaires, notamment a une voie ballastee
DE10237176B4 (de) Fahrbahn für Magnetbahnzüge
DE10023389A1 (de) Doppelkreuz-Schwelle
DE4040785C2 (de) Eisenbahnoberbau
EP0739436B1 (fr) Assiette de rail
DE19625305A1 (de) Aufgeständerte Fahrwegkonstruktion für spurgeführte Verkehrssysteme
EP1172479B1 (fr) Structure de support de rails
DE19925090C2 (de) Justiervorrichtung
DE10333616A1 (de) Brücke, insbesondere Bahnbrücke
DE102021205982A1 (de) Überbrückungskonstruktion zur Abstützung wenigstens einer Fahrschiene einer Eisenbahn-Fahrbahn im Bereich einer Bauwerksfuge und Eisenbahnbauwerk mit einer solchen Überbrückungskonstruktion
EP0507109B1 (fr) Dispositif d'appui et de guidage pour le logement d'une poutre centrale de tamponnement dans le chassis d'un véhicule ferroviaire
DE576194C (de) Elastischer Eisenbahnoberbau mit federnden Schwellen

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

RIC1 Information provided on ipc code assigned before grant

Free format text: 7E 01B 2/00 A, 7E 01D 19/06 B

17P Request for examination filed

Effective date: 20021217

AKX Designation fees paid

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

17Q First examination report despatched

Effective date: 20031216

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 50112258

Country of ref document: DE

Date of ref document: 20070510

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: KELLER & PARTNER PATENTANWAELTE AG

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
EN Fr: translation not filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20080102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20071116

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

REG Reference to a national code

Ref country code: CH

Ref legal event code: PCAR

Free format text: NEW ADDRESS: EIGERSTRASSE 2 POSTFACH, 3000 BERN 14 (CH)

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20200518

Year of fee payment: 20

Ref country code: CH

Payment date: 20200626

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20200622

Year of fee payment: 20

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: STOG, ARNULF, DE

Free format text: FORMER OWNER: STOG, ARNULF, DE

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 50112258

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK07

Ref document number: 358213

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210612