EP1853764B1 - Bahnschienenkonstruktion mit strassenbett und fahrwegplatten - Google Patents

Bahnschienenkonstruktion mit strassenbett und fahrwegplatten Download PDF

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Publication number
EP1853764B1
EP1853764B1 EP06716657A EP06716657A EP1853764B1 EP 1853764 B1 EP1853764 B1 EP 1853764B1 EP 06716657 A EP06716657 A EP 06716657A EP 06716657 A EP06716657 A EP 06716657A EP 1853764 B1 EP1853764 B1 EP 1853764B1
Authority
EP
European Patent Office
Prior art keywords
track
construction according
road bed
stud
slabs
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.)
Not-in-force
Application number
EP06716657A
Other languages
English (en)
French (fr)
Other versions
EP1853764A2 (de
Inventor
Theo Winter
Jens Konrad Kleeberg
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.)
Rail One GmbH
Koninklijke BAM Groep NV
Original Assignee
Rail One GmbH
Koninklijke BAM Groep NV
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 Rail One GmbH, Koninklijke BAM Groep NV filed Critical Rail One GmbH
Publication of EP1853764A2 publication Critical patent/EP1853764A2/de
Application granted granted Critical
Publication of EP1853764B1 publication Critical patent/EP1853764B1/de
Not-in-force 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
    • 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
    • E01B1/007—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with interlocking means to withstand horizontal forces
    • 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
    • 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
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt

Definitions

  • the invention relates to a railway track construction, comprising a concrete road bed that is underpinned with respect to a substrate, a series of track slabs seated on the road bed and positioned one after the other, rails supported by me track slabs, as well as a separation layer situated between the road bed and the track slabs, which road bed and track slabs are stabilised at least with respect to one another by first and second interlocking shapes that prevent relative movements of the road bed and the track slab along the separation layer transversely with respect to the railway track.
  • Such a railway track construction is disclosed in US-A 3 907 200 .
  • the track slabs of this known railway track construction are confined on both sides in a concrete trough.
  • the separation layer in this case runs from underneath the track slabs upwards along the longitudinal sides thereof and thus forms part of the transverse confinement of the track slabs.
  • a stud projects upwards from the bed centrally into the track slabs, by means of which stud the track slabs are stabilised both in the transverse direction and in the longitudinal direction.
  • Such a railway construction has the disadvantage that the track slabs cannot be kept sufficiently accurately oriented in, for example, routes where trains run at high speed.
  • rotation As a result of the confinement in the transverse direction where the separation layer plays a role, it is possible that rotation, however, minor, occurs around the stud.
  • some play in the transverse confinement cannot be avoided, since otherwise the track slabs would not have sufficient room for expansion in the case of temperature changes.
  • the aim of the invention is therefore to provide a railway track construction that does not have these disadvantages. Said aim is achieved by the characterising features of claim 1.
  • the separation layer for example a geotextile layer, affords robust, dimensionally stable support for the track slabs and the rails, while, on the other hand, a certain degree of settlement remains possible in the longitudinal direction of the railway track. No trough-shaped construction is necessary to be able to position the track slabs accurately in the transverse direction, whilst nevertheless there is the possibility for expansion in the longitudinal direction.
  • the road bed is provided with upright studs
  • the track slab is provided with recesses that open out on the underside of the track slab, in which recesses one stud is accommodated in each case.
  • the width of the studs is approximately the same as the width of the recesses.
  • the dimension of the recesses viewed in the longitudinal direction of the railway track can be larger than the corresponding dimension of the stud. In the nominal state the recess surrounds the associated stud with some clearance both at the front and at the back.
  • each stud can comprise a metal pin that is made with two parallel transverse faces and can be surrounded by a disc that rests on the road bed.
  • each recess is defined by a cap that is incorporated in the track slab.
  • This cap can comprise a metal sleeve as well as a flexible cover that is located at the end of the sleeve that is embedded in the track slab.
  • a flexible ring can be situated between the cover and the end of the sleeve. This ring is intended to prevent the metal sleeve from being pushed through the layer of concrete above and, as it were, perforating this under the effect of the loading forces that are exerted on the track slab by the railway traffic.
  • each track slab and the road bed are stabilised with respect to one another by second interlocking auxiliary shapes that interlock with no clearance both in the longitudinal direction and in the transverse direction.
  • These auxiliary shapes are preferably located in the central region of the track slab.
  • the interlocking shapes with clearance are located more towards the longitudinal of the track slab.
  • the railway track construction shown in Figure 1 comprises a concrete road bed 1, on which the track slabs indicated in their entirely by 2 are arranged one after the other. These track slabs 2 do not lie directly against one another but enclose gaps 3.
  • the rails 4 are fitted above the track slabs. These rails 4 are seated with bearers in the concrete that forms the track slabs 2 in the known manner.
  • the track slabs 2 are stabilised with respect to the road bed 1 by means of stabilising means indicated in their entirety by 5 that permit relative movements between the track slab and the road bed 1 in the longitudinal direction, but resist these in the transverse direction. Furthermore, there are stabilisation means 6 that resist relative movements of the track slabs 2 and the road bed 1 in all directions.
  • the separation layer 7, which, for example, can consist of a geotextile, is situated between the track slabs 2 and the road bed 1.
  • a stabilisation means 5 is shown in vertical section in Figure 3 .
  • This stabilisation means comprises the stud indicated in its entirety by 8, the lower cylindrical end 9 of which is rigidly incorporated in the concrete of the road bed 1.
  • the upper end 10 adjoining this has, as is shown in the section in Figure 4 , two opposing flat side faces 11 that are in contact with the corresponding walls of the cap indicated by 12.
  • This cap is incorporated in the concrete of the track slab 2 concerned.
  • the cap 12 is elongated in section such that the curved surfaces 13 of the upper part 10 of the stud 8 are at a distance from the related walls of the cap 12.
  • the space arising as a consequence of this is filled with an elastic medium, for example polyurethane foam 14.
  • an elastic medium for example polyurethane foam 14.
  • the elastic filler such as polyurethane foam, allows relative movement of the track slab with respect to the road bed in the longitudinal direction.
  • the cap 12 comprises a metal sleeve 15, which is capped at the top by a plastic cover.
  • a stabilisation means 6 that consists of a completely cylindrical, prismatic stud 17 is shown in Figure 5 .
  • This stud 17 is rigidly incorporated in the concrete of the road bed 1 and is also rigidly incorporated in the concrete of the track slab 2.
  • a rubber cap 18 with an elastic ring 19 underneath it is placed on the top of the stud 17.
  • This cap 18 and ring 19 are intended to counteract perforation of the concrete of the track slab 2 located above the stud 17.
  • the concrete hardens it in fact shrinks somewhat, with the result that were concrete to be located directly on the top of the stud 17 it would be severely loaded and could possibly be punched out.
  • the rubber cap 18 and the elastic ring 19 absorb possible movements of the concrete with respect to the stud 17, because they become compressed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (15)

  1. Gleisanlagenkonstruktion mit einem Betongleisbett (1), das mit einem Untergrund verankert ist, mit einer Reihe von nacheinander angeordneter, auf das Gleisbett gesetzter Fahrbahnplatten (2), mit von den Fahrbahnplatten (2) gestützten Schienen (4), sowie mit einer zwischen dem Gleisbett (1) und den Fahrbahnplatten (2) eingelegten Trennschicht (7), wobei das Gleisbett (1) und die Fahrbahnplatten (2) relativ zueinander durch erste ineinandergreifende Formteile (5) und zweite ineinandergreifende Hilfsformteile (6) stabilisiert sind, die Relativbewegungen des Gleisbetts (1) und der Fahrbahnplatten (2) entlang der Trennschicht senkrecht zur Gleisanlage verhindern, wobei die ersten ineinandergreifenden Formteile (5) Relativbewegungen des Gleisbetts (1) und der Fahrbahnplatten (2) entlang der Trennschicht (7) in der Längsrichtung der Gleisanlage erlauben,
    dadurch gekennzeichnet,
    dass die ersten ineinandergreifenden Formteile (5) mit aufrecht stehenden Bolzen (8) im Gleisbett (1) und mit Ausnehmungen (12) ausgestattet sind, die sich an der Unterseite der Fahrbahnplatten (2) erstrecken, wobei jeweils eine Ausnehmungen (12) einen Bolzen (8) aufnimmt, und dass die zweiten ineinandergreifenden Hilfsformteile (6) ohne Spiel, sowohl in Längsrichtung als auch in Querrichtung, ineinandergreifen.
  2. Konstruktion nach Anspruch 1, wobei die Breite der Bolzen (8) in etwa der Breite der Ausnehmungen (12) entspricht.
  3. Konstruktion nach Anspruch 1 oder 2, wobei die Abmessung der Ausnehmungen (12), betrachtet in Längsrichtung der Gleisanlage, größer ist als die entsprechende Abmessung der Bolzen (8).
  4. Konstruktion nach Anspruch 3, wobei die Ausnehmung (12) den zugehörigen Bolzen (8) im Nominalzustand mit etwas Abstand, sowohl an der Vorderseite als auch an der Rückseite, umgibt.
  5. Konstruktion nach Anspruch 4, wobei der Abstand mit einem elastischen Medium (14), beispielsweise Polyurethanschaum gefüllt ist.
  6. Konstruktion nach einem der Ansprüche 1 bis 5, wobei mindestens ein Bolzen (8) aus einem Metallstab (9, 10) besteht, der zwei parallele Querflächen (11) aufweist.
  7. Konstruktion nach einem der Ansprüche 1 bis 6, wobei mindestens ein Bolzen (8) von einer Scheibe umgeben ist, die am Gleisbett (1) anliegt.
  8. Konstruktion nach einem der Ansprüche 1 bis 7, wobei mindestens eine Ausnehmung durch eine Haube (12) festgelegt ist, die in die Fahrbahnplatte (2) eingelassen ist.
  9. Konstruktion nach Anspruch 8, wobei die Haube (12) eine Metallhülse (20) sowie eine flexible Abdeckung (16) umfasst, die an dem Ende der Metallhülse (20) befestigt ist, das in die Fahrbahnplatte eingelassen ist.
  10. Konstruktion nach Anspruch 9, wobei die in Kontakt stehenden Oberflächen des Bolzens (8) und der Metallhülse (20) mit Molybdänsulfid beschichtet sind.
  11. Konstruktion nach einem der vorangehenden Ansprüche, wobei die Trennschicht (7) aus einem Geotextil besteht.
  12. Konstruktion nach einem der vorangehenden Ansprüche, wobei die Hilfsformteile aus einem Bolzen (6) bestehen, der mit einer Abdeckung (18) abgedeckt ist.
  13. Konstruktion nach Anspruch 12, wobei sich zwischen der Abdeckung (18) und dem Ende des Bolzens (6) ein flexibler Ring (19) befindet.
  14. Konstruktion nach einem der vorangehenden Ansprüche, wobei sich die zweiten ineinandergreifenden Hilfsformteile (6) im Zentrum jeder Fahrbahnplatte (2) befinden.
  15. Konstruktion nach einem der vorangehenden Ansprüche, wobei sich die ersten ineinandergreifenden Formteile (5) in den längserstreckten Endbereichen der Fahrbahnplatte befinden.
EP06716657A 2005-02-16 2006-02-10 Bahnschienenkonstruktion mit strassenbett und fahrwegplatten Not-in-force EP1853764B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL1028299A NL1028299C2 (nl) 2005-02-16 2005-02-16 Spoorbaanconstructie met fundatieplaat en spoorplaten.
PCT/NL2006/050023 WO2006088366A2 (en) 2005-02-16 2006-02-10 Railway track construction with road bed and track slabs

Publications (2)

Publication Number Publication Date
EP1853764A2 EP1853764A2 (de) 2007-11-14
EP1853764B1 true EP1853764B1 (de) 2009-04-29

Family

ID=34979474

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06716657A Not-in-force EP1853764B1 (de) 2005-02-16 2006-02-10 Bahnschienenkonstruktion mit strassenbett und fahrwegplatten

Country Status (8)

Country Link
EP (1) EP1853764B1 (de)
KR (1) KR20070120496A (de)
CN (1) CN1821489A (de)
AT (1) ATE430218T1 (de)
DE (1) DE602006006550D1 (de)
ES (1) ES2327674T3 (de)
NL (1) NL1028299C2 (de)
WO (1) WO2006088366A2 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2012146594A (ru) * 2011-02-14 2014-05-10 Закрытое акционерное общество "Современные Железнодорожные технологии" Конструкция для строительства железнодорожных путей, подземных железнодорожных путей и трамвайных путей, включающая одну или несколько "нависающих" платформ, соединенных с фундаментом, и способ сборки конструкции
CN102383352B (zh) * 2011-08-29 2013-08-07 中交四公局第二工程有限公司 泡沫轻质混凝土浇筑路基的施工方法
DE102011085058A1 (de) * 2011-10-24 2013-04-25 Hilti Aktiengesellschaft Verbundanker
CN108086061B (zh) * 2017-12-28 2023-12-22 北京交通大学 一种无砟轨道的限位结构
CN110468628A (zh) * 2019-08-28 2019-11-19 吴永芳 一种用于装配式轨道的限位结构及装配式轨道

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2204198A5 (de) * 1972-10-24 1974-05-17 Bernard Raoul
DE19913204B4 (de) * 1999-03-24 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Aufgelagerte feste Fahrbahn mit Schwellenbefestigungsgliedern
DE29917553U1 (de) * 1999-10-05 2001-02-15 Heilit & Woerner Bau Ag Gleisanlagen-Tragplatte, Gleisanlagen-Unterbau und Gleisanlage
DE10236534B3 (de) * 2002-08-09 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Feste Fahrbahn und Verfahren zu ihrer Herstellung

Also Published As

Publication number Publication date
EP1853764A2 (de) 2007-11-14
NL1028299C2 (nl) 2006-08-22
WO2006088366A2 (en) 2006-08-24
CN1821489A (zh) 2006-08-23
ATE430218T1 (de) 2009-05-15
WO2006088366A3 (en) 2006-10-19
ES2327674T3 (es) 2009-11-02
KR20070120496A (ko) 2007-12-24
DE602006006550D1 (de) 2009-06-10

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