HUE029941T2 - Rögzített pálya sínjármûvek részére átvezetéssel - Google Patents

Rögzített pálya sínjármûvek részére átvezetéssel Download PDF

Info

Publication number
HUE029941T2
HUE029941T2 HUE11733659A HUE11733659A HUE029941T2 HU E029941 T2 HUE029941 T2 HU E029941T2 HU E11733659 A HUE11733659 A HU E11733659A HU E11733659 A HUE11733659 A HU E11733659A HU E029941 T2 HUE029941 T2 HU E029941T2
Authority
HU
Hungary
Prior art keywords
pálya
vannak
rögzített
hogy
egy
Prior art date
Application number
HUE11733659A
Other languages
English (en)
Inventor
Hans-Christian Rossmann
Robert Säckler
Original Assignee
Rail One Gmbh
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 filed Critical Rail One Gmbh
Publication of HUE029941T2 publication Critical patent/HUE029941T2/hu

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B26/00Tracks or track components not covered by any one of the preceding groups
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04Pavings for railroad level-crossings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Description

N O N ·· B A L S, A S TO D I RACK FOK SiAIL V SM) Ci. A S HAVING AN ESCAPE ROUTE tfesc I iptkm
|080;i:| 1Í#· Iôve»îl8«. Ül le » noo-ba ilastéd track -fef.- *$jf; vehicles having an escape route* comprising sleepers which are embedded in a track slab and onwhich rails are mounted, and cover slabs which are arranged between and next to the ralis and form rite rescue path, according to dm preamble of claim H fP02J Long railway tunnels with two single-line tabes are connected to one another by cross galleries, id the event of an accident its one of the tubes the second tube serves as a rescue pasit. For this the second tube has to he traveHed otr in tile: reverse direction by road vehicles such as lorries* rescue trucksand fire engines, fitted with tyres. |{HKt2J HH ÎM' 44 666 Cl describes:0 rescue path for npn^häilasted tracks in which one driveway is; formed by prehihricated concrete parts Whose hd|jg|i' 1¾ so Élill: it: propels above the rails,
Rescue vehicles drive with One tyre oil: the preilferlesied concrete: parts and with: thé: other tyre on a cable channel alongside the mil Since she prefabricated concreto parts arranged between the mils are extremely heavy they can only he moved by meelmmeaidiling tools. If repairs have to be carried out in the track then the removal of these prefabricated concrete parts is problematical as a result of the short blockage times. (8804) The object of the invention is therefore to provide a haliastless track for rail vehicles having a rescue path in which repairs can be carried out more easily. 1008ÏJ Tlvis is achieved by a haiiastless track of the type mentioned at thé beginning which; is tie fined by the features of claim 1.
[0008] The Invention is based on the knowledge that using machine lifting tools or other heavy apparatus when repairing a haliastless track having an escape path can he avoided if instead of using prefabricated concrete parts weighing several forts, smailer cover slabs can be used for the regions between and next to the rails, which (slabs) can be moved and removed manually or by simple non-mechanical lifting tools. The necessary repairs can thereby be carried out when required with simple means and in a short time without having to shut off the track section for a longer period of time, ÍÖ087J With thé baiiastiess track according to the invention the cover slabs have a substantially triangular basic shape: and two cover slabs are arranpd so that they form 0«e rectangle which covers the sleeper bay. The triangular basic shape of the cover slabs has proved; expedient in respect of their mounting. T wo cover slabs of this kind make up one rectangle which enables a subséquent repair or maintenance of the regions of the sleepers which are covered by same. {0888J it has provided particularly expedient if the sleeper bay In the case of the baiiastiess track according to the invention is covered by at least: two cover slabs. A small part désigíí Of the cover slabs can thereby be achieved which: leads to eorrespondlhgly small dintensious for the cover slabs which allow manual handling. lOÖÖfí As regards the mounting of the cover slabs it is preferred if the two cover slabs fisrmihg the rectangle«)·» arranged side by sic)« inJifei.kmgttadimd direction of the sleepers. PÖlbS .4 particularly secure hold is achieved if the cover slabs of the hallasd fess tracks according to the invention bave ribs of pedestals on their underside. Ribs andrer pedestals then serve as •reinforcement for the cover slab so that a hollow position in the sleeper bay is produced which facilitâtes the drainage of the upper side of the cover slabs and thus the escape path. piO] In order to improve the load distribution it) the case of the ballast less truck according to the invention a load-distributing intermediate layer, in particular a geotextile, bitumen hoard or elastomer layer, is arranged under the cover slabs, in particular under the ribs or pedestals; {00F|{ Securing the position can be achieved in the case of the hailastless track accordiug to the invention if the coyer dfetegrs IPkfefed .!$. m*M of screws Which are preferably screwed into screw dowels of the sleepers. pöflj In order to ensure belter access to the rails, it can be proposed for the bidiastiess track according to the: in vention that strlpdike slabs are arranged oo both sides of the ralik end these can be lifted and removed Whet): necessary, According: in a further development of the balíssüess track according to: the invention n can be proposed Fiat: -$0. piece with the cover slabs, As a result -of the small dimensions of the coyer slabs the t$$* can be exposed by removing the cover slabsiwhich: are formed In one piece with: the strip-like slabs,. The removed cover slabs can be placed ;d the sides so that the repaired mainlenance or repairworks can bo undertaken. pÖí4J in order to guarantee manual handling, with the hailastless track according 10 the mveutkm it is preferred if the weight of a cover slab is less than 230 kg, preferably less than 2Ö0 kg, |M|#| In of der to ensure the repaired strength and stability even when heavy rescue vehicles or firefighting vehfeles are driven over same, the cover slabs can be formed as precast reinforced concrete: parts. }ÖÖ16| Further advdhfaps attd details of the invention will be explained using an exemplary embodiment and with reference to the drawings. The drawlup are schematic diagrams I« which ;
Figure I shows a plan view of a section of a bal last les» track according to the invention;
Figured shows a section along the line il-li through-thebaiiastless track shown in Fipre I;
Figure 3 shows a section along the line 111 ill through the hailastless track shown in Figure 1,
Figure 4 shows a first exemplary eofeodinfent of « cover slab;
Figure 5 shows a side view of the cover slab illustrated in Figure 4; and
Figure 6 shows a second exemplary embodiment of a cover slab. {00121 The bailastless track i illustrated in plan view in Figure 1 comprises sleepers 2 embedded in a track plats and on whieif ratls 3 are mounted by means of rail fixings 4. Cover slabs 5, 6, ? which form a rescue pail) fife road vehicles ate arranged between and next to lbs rails Ô. föö l tj Ths baiiaslless track is a consti tuent part of a railway tuntml Which has two ttionel tubes. If an emergency arises in one of the tunnel tubes the other tunnel tubs which is connected to same via cross ga U cries c;m he used as an emergency route for rescue vehicles which can pass ia contraflow along the rescue pi*: Fhs rescue vehicles cas move oá ## cover slabs % 7 wherein. one traslfc runs.·outside of ihe rails 1 and the other track runs between the two rails 3. For improved clarity the sleeper* 2 are show» to Figure I with thetr grid supports ?.. These are twin-block sleepers whose grid supports B are cast into a track slab 18 in an installation position so that only the upper regions of the sleeper blocks P arc visible. {Oöiífl A sleeper hay which is formed: by two adjacent fails 3 and adjacent sleepers 2 arranged transversely thereto, is covered in the illustrated exemplary embodiment by two cover slabs % 7. The cover slabs 6, 7 arranged between the rais 3 have an at least approximately triangaiar basic shape, two cover Slabs ¢, 7 are tints arranged so that together they form a rectangle. It can be seen in Figure 1 that one pair of cover slabs 6, 7 jointly covers oae sleeper bay. It Is also apparent in Figure 1 that the shape of the cover slabs 6, 7 is not exactly tfianplar since the common edge does hot: ftm precisely through the corner points of the coyer slabs 6, 7. Tile eeminb« edge 70 ends offset front ä: corner point and runs hiciipedTd t|ç falls 3 »ob the sleepers 2, Dae end of the edge 10 is adjoined by a section 11 which is pitdäliel tp: the fails 3,, la the ease of the cover slab 6 a: corner section is produced: which serves as the hearing point 13:, P03O] One pair of the cover slabs 6. 7 hr placed with: its side adjoining the sleepers 2: via à mounting on the sleepers 2, and the cover slabs 6. ? are placed on tie opposite side via hearings 13, 14. Λ secure imdhhflpg: of the cover slabs I, 7 is thereby provided wherein tilting is avoided: without the need for tpeabs for adjusting the height, On the outer sides of the cover slabs 6, 7 adjoining the rails 3 there are strip-like slabs IS which cover the regioti next to the rails 3. The strip-like slabs 13 can be removed when repairs: have to be carried mu on the raiis, by way of example in the event of a rail breaking, in the illustrated exemplary embodiment the strip-like slabs id are formed in one piece with the cover slabs 7 so that the strip-Hke slabs IS can be removed when necessary by lifting and removing the cover slahs 6:, %. However other exemplary embodiments are conceivable ia which the strip-ilke slabs I S are formed separately from the cover slabs, PMTj The track piatc ts covered on the outside nest to the rails 3 by cover slabs 5 which have a substantially rectangular or square shape. The cover slabs 5 are arranged edge to edge in the longitudinal: direction of the: rails either side on the outsides of the rails 3 and lie on. sleeper heads 16 and support screws 17, iach eover slab 5 is: assigned here two height-adjustable support screws 17 with which an alignment of the Cover slab S in the vertical direction is possible. :100221 The cover slabs 6, 7 are secured by means of screws with shims which are screwed Into the screw dowels of the sleepers 2. These screws which arc provided with shims lie: hr indentations and press vertically on the slabs, |0O22j in order to distribute the ensuing loads over a larger surface area a load-distributing intermediate layer, hete in the exemplary embodiment m elastomer layer, is arranged underneath tile cover slabs %. 7, lh other exemplary embodiments the load-distributing intermediate layer can be formed as a geotextile, similarly bitumen beard: can be used for this: purpose, ::í0b24 j Figaro 2 shows a section through the baflastiess track I along the l ine 114! of Figure h If ean be seen that the rails 3 and the cover slabs 5, 6. ? have approximately the same level in the region of
HUE11733659A 2010-09-17 2011-07-11 Rögzített pálya sínjármûvek részére átvezetéssel HUE029941T2 (hu)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202010012712U DE202010012712U1 (de) 2010-09-17 2010-09-17 Feste Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg

Publications (1)

Publication Number Publication Date
HUE029941T2 true HUE029941T2 (hu) 2017-04-28

Family

ID=43218359

Family Applications (1)

Application Number Title Priority Date Filing Date
HUE11733659A HUE029941T2 (hu) 2010-09-17 2011-07-11 Rögzített pálya sínjármûvek részére átvezetéssel

Country Status (7)

Country Link
EP (1) EP2616590B1 (hu)
KR (1) KR20130079542A (hu)
DE (1) DE202010012712U1 (hu)
ES (1) ES2580003T3 (hu)
HU (1) HUE029941T2 (hu)
PL (1) PL2616590T3 (hu)
WO (1) WO2012034729A1 (hu)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013108710A1 (de) * 2013-08-12 2015-02-12 Ed. Züblin Ag Verfahren und Vorrichtung zum Herstellen einer Gleiseindeckung von Festen Fahrbahnen in Eisenbahntunneln und auf Brücken für die Befahrung mit gummibereiften Rettungsfahrzeugen
AT515387B1 (de) * 2014-02-13 2016-06-15 Porr Bau Gmbh Führungsschienenfunktion mit einem modularen Betonplattensystem (Befahrbarkeitssystem)
CN104452484A (zh) * 2014-11-10 2015-03-25 中国铁道科学研究院铁道建筑研究所 无砟轨道基础沉降的修复方法
DE102017122337A1 (de) * 2017-09-26 2019-03-28 Joachim Süss Gleiskonstruktion
CN115142307B (zh) * 2022-08-29 2022-12-02 中铁上海工程局集团第三工程有限公司 一种用于铁路附属设施跨轨安装的设备及其方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4641779A (en) * 1984-05-10 1987-02-10 Brien Terrence X O Concrete grade crossing system
DE19544666C2 (de) 1995-11-30 2000-11-23 Wayss & Freytag Ag Rettungsweg für Feste Fahrbahnen
DE10138869A1 (de) * 2001-08-08 2003-02-20 Kraiburg Elastik Gleisübergangseinrichtung
AT6414U1 (de) * 2002-07-17 2003-10-27 Gmundner Fertigteile Gmbh Gleisabdeckung
DE102005029552A1 (de) * 2005-06-25 2007-01-04 Max Bögl Bauunternehmung GmbH & Co. KG Feste Fahrbahn im Tunnel
DE102007009271A1 (de) * 2006-08-02 2008-02-07 WECO Bahnüberwege- und Auffangwannenbau GmbH System zur Bildung eines Flucht- oder Rettungswegs in Gleisanlagen

Also Published As

Publication number Publication date
DE202010012712U1 (de) 2010-11-25
PL2616590T3 (pl) 2016-10-31
KR20130079542A (ko) 2013-07-10
ES2580003T3 (es) 2016-08-18
EP2616590A1 (de) 2013-07-24
WO2012034729A1 (de) 2012-03-22
EP2616590B1 (de) 2016-04-20

Similar Documents

Publication Publication Date Title
KR102011811B1 (ko) 슬래브 트랙웨이 제조 방법
KR102164162B1 (ko) 자갈이 깔린 궤도를 슬래브 궤도로 변환하는 방법
AU2016231474B2 (en) Rail Track Sleeper Support
HUE029941T2 (hu) Rögzített pálya sínjármûvek részére átvezetéssel
EP1700954A2 (en) Prefabricated modular member, permanent railway for tramways and subways including said member, and process for laying the same
WO2006111589A1 (es) Sistema de vías de ferrocarril en placa hormigonada y procedimiento de instalación del mismo
KR101076029B1 (ko) 교량상 기설 자갈도상궤도의 궤도구조 개량방법
KR100556219B1 (ko) 철도교량의 상부구조물 교체 및 이를 이용한 유도상화방법.
KR20150128465A (ko) 콘크리트 또는 아스팔트 노반에 철도궤도용 일체형 콘크리트블록을 시공하기 위한 노반설치구조 및 노반설치장치와 이를 이용한 노반설치방법
KR20150128466A (ko) 콘크리트 또는 아스팔트 노반에 철도궤도용 분리형 콘크리트블록을 시공하기 위한 노반설치구조 및 그 설치장치와 이를 이용한 노반설치방법
EA039394B1 (ru) Железнодорожный переезд и способ изготовления резинобетонных плит для него
US8603376B1 (en) Railroad direct fixation tie covering system
RU2328569C1 (ru) Железнодорожный путь для тоннелей
KR20170075480A (ko) 철도용 레일 지지장치
JP2011084935A (ja) 舗装板構造
JP5336319B2 (ja) 踏切舗装板構造
DK2800833T3 (en) fixed carriageway
RU129940U1 (ru) Покрытие переезда через рельсовый путь
CA2819577A1 (en) Jam-resistant railway junction and method of making jam-resistant railway junctions
KR20090004689U (ko) 철도건널목용 철근콘크리트 보판
US1121421A (en) Railway-track construction in paved streets.
JP2004270249A (ja) 直結軌道に用いる枕木
JP4820890B2 (ja) 防護柵固定構造
UA91916U (uk) Залізобетонна плита підрейкової основи