EP2468954A1 - Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg für Strassenfahrzeuge - Google Patents

Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg für Strassenfahrzeuge Download PDF

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Publication number
EP2468954A1
EP2468954A1 EP10197028A EP10197028A EP2468954A1 EP 2468954 A1 EP2468954 A1 EP 2468954A1 EP 10197028 A EP10197028 A EP 10197028A EP 10197028 A EP10197028 A EP 10197028A EP 2468954 A1 EP2468954 A1 EP 2468954A1
Authority
EP
European Patent Office
Prior art keywords
substructure
carriageway
route
hoods
escape route
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.)
Withdrawn
Application number
EP10197028A
Other languages
German (de)
English (en)
French (fr)
Inventor
Peter Laborenz
Bruno Kiefer
Anabel Hengelmann
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.)
Sonneville AG
Original Assignee
Sonneville 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
Application filed by Sonneville AG filed Critical Sonneville AG
Priority to EP10197028A priority Critical patent/EP2468954A1/de
Priority to BR112013016308-9A priority patent/BR112013016308B1/pt
Priority to RU2013134990/11A priority patent/RU2586101C2/ru
Priority to PE2013001465A priority patent/PE20141221A1/es
Priority to SG2013049226A priority patent/SG191362A1/en
Priority to KR1020137020016A priority patent/KR102011811B1/ko
Priority to US13/976,221 priority patent/US9157192B2/en
Priority to CA2822372A priority patent/CA2822372A1/en
Priority to NO11801759A priority patent/NO2659068T3/no
Priority to PL11801759T priority patent/PL2659068T3/pl
Priority to AU2011351482A priority patent/AU2011351482B2/en
Priority to EP11801759.9A priority patent/EP2659068B1/de
Priority to PCT/EP2011/074024 priority patent/WO2012089697A1/de
Publication of EP2468954A1 publication Critical patent/EP2468954A1/de
Withdrawn legal-status Critical Current

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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
    • 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
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • 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
    • E01B1/008—Drainage of track
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B26/00—Tracks or track components not covered by any one of the preceding groups
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • 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
    • 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
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails

Definitions

  • the invention relates to a method for producing a solid track for rail vehicles with a rescue route for road vehicles, in which supported on a substructure, a prefabricated track section with rails and sleepers using a support and straightening and positioned and a deck plate is made by pouring the thresholds.
  • Known escape routes consist of prefabricated panels, for example made of concrete, which rest on a deck made of filled concrete, in which the threshold blocks are embedded.
  • An advantage of such escape routes is that the dimensions and weight of the prefabricated panels can be designed so that the panels can be transported and routed by conventional means.
  • the disadvantage is whereas the dimensions of the panels must be adjusted according to the gauge, the threshold block dimensions, the threshold block spacing, and the gradient of the poured concrete deck slab. A gradient is necessary for the discharge of water. All these variable parameters make stock keeping of prefabricated panels uneconomic.
  • Another disadvantage of this type of escape routes is that the plates often do not rest stably on the Greton-deck slab so that they run when driving a tilting movement and are thus subject to local heavy wear.
  • the present invention seeks to provide a method for producing a solid track for rail vehicles with a rescue route for road vehicles, which is simple and inexpensive executable and results in a roadway with a stable and resilient rescue route.
  • this object is achieved in that the part of the sleepers projecting from the roadway slab and the running rails are delimited by formwork means and an escape route is applied by pouring onto the carriage slab.
  • the formwork means are applied prior to casting the deck slab.
  • This approach has the advantage that after the Pouring the slab this must not be entered for attaching the formwork and that, if necessary, the emergency route can be applied before the deck is fully cured.
  • the carrying and straightening device is removed before the escape route is poured. This has the advantage that in the escape route no parts or traces of the carrying and straightening device remain.
  • the invention also relates to a solid roadway produced by the method according to the invention.
  • a drainage line is arranged in the substructure, which is connected by existing at intervals in the substructure connecting openings with the surface of the substructure.
  • connection openings are present in the carriageway plate, which communicate with the connection openings present in the substructure.
  • Such connection openings are very easy to install in the deck slab, for example by inserting moldings before pouring the deck slab.
  • Another embodiment provides that the escape route is divided by extending substantially transversely to the rails joints. These joints compensate for stretching and shrinkage of the rescue route. In addition, in this way, the escape route easily according to the length the prefabricated track sections are produced step by step.
  • drainage shafts are present in the rescue route, which communicate with the connection openings of the carriageway slab. These drainage shafts are preferably arranged in the area of the joints and ensure the drainage of water from the rescue route.
  • drainage channels are arranged in the surface of the rescue route, drainage of the escape route is further improved.
  • the sleepers on at least one side of the running rail have an elevated shoulder whose surface is at least approximately flush with the surface of the escape route.
  • the invention also relates to formwork agents for carrying out the method according to the invention.
  • these have the task of being able to set up and dismantle quickly and easily.
  • the formwork means consist of panels connecting areas of the sleepers to be set and adjacent hoods. These hoods and panels are quick to assemble and disassemble and also reusable.
  • the panels are detachably connectable to the hoods. This measure also facilitates the assembly and disassembly of the formwork.
  • Another embodiment of the formwork means provides that the plates can be connected to the hoods in such a way that the distance between adjacent hoods can be changed. This avoids that according to different threshold intervals plates of different lengths must be provided.
  • FIG. 1 the starting material of one embodiment of the method according to the invention is shown by way of example.
  • a track section consisting of a plurality of pairs of sleepers 5 and rails 8 mounted thereon is supported by a support and straightening device 4 on a substructure 1, for example reinforced concrete can be made, supported and aligned.
  • a drainage line 2 which is connected by spaced connection openings 3 with the top of the substructure 1.
  • a rubber boot 6 is placed on each sleeper block 5 from below, in which an elastic insert 7 is arranged.
  • the threshold blocks 5 are each provided on both sides of the rail 8 with upstanding shoulders 24, the upper surface can later enter the finished lane or be driven by road vehicles.
  • the invention is not limited to a roadway with such threshold blocks 5.
  • each threshold block 5 a formwork hood 9 is put on, the task is, later in the casting of an escape route 12 ( FIG. 5 ) to prevent the access of concrete to the threshold blocks 5 and the rails 8.
  • formworks may have to be installed in the area of the lateral edges of the substructure. These formworks can consist of known formwork panels and are not shown in the figures.
  • FIG. 3 shows the situation after the casting of the deck slab 10, which may consist of unarmed concrete, for example.
  • the placement of the formwork hoods 9 could also take place only after the casting of the deck slab 10.
  • the previous placement offers the advantage that the carriageway panel 10 does not have to be entered for placing the shuttering hoods 9.
  • connection openings 3 are aligned.
  • the connection openings 11 can be obtained in a known manner by inserting corresponding parts.
  • FIG. 4 differs from FIG. 3 only in that according to the stage FIG. 4 the carrying and straightening device 4 has been removed.
  • a rescue route 12 can now be poured, as shown in FIG. 5 is shown. Unarmored concrete can also be used for the escape route 12.
  • FIG. 6 shows the condition of the roadway after removing the formwork hoods.
  • the rescue route 10 is divided into blocks transversely to the roadway, wherein between each two escape route blocks a joint is arranged, as described below in connection with the description of FIG. 9 becomes even clearer.
  • a drainage shaft 23 is in each case arranged between two escape route blocks and is in alignment with the connection opening 11 present underneath FIG. 6 clearly seen that the shoulders 24 of the threshold blocks 5 are flush with the surface 25 of the escape route 12.
  • Each formwork hood 9 has two side walls 13, 15, a rear wall 14 and a top wall 16 and is open at the side facing the running rail 8 side.
  • the shuttering hoods 9 may be made of sheet metal, plastic, wood or other suitable material. So that the formwork hoods 9 can be removed after curing of the concrete of the escape route 12 by being pulled upwards, they are slightly conical. This means that the side walls 13, 15 and the rear wall 14 are inclined relative to the vertical by about 3 degrees, such that the formwork hood is narrower from top to bottom.
  • FIG. 8 shows a section of a running rail 8 with three covered by formwork hoods 9 threshold blocks 5.
  • FIG. 8 shows a section of a running rail 8 with three covered by formwork hoods 9 threshold blocks 5.
  • FIG. 8 shows a section of a running rail 8 with three covered by formwork hoods 9 threshold blocks 5.
  • connection plates 19 For fastening the connection plates 19 with the connection parts 17 of the shuttering hoods 9, openings 20 are present in the connection plates 19 into which the bolts 18 present on the connection parts 17 engage.
  • the connection plates 19 have the task of preventing the concrete of the escape route 12 from reaching the rail 8 when it is still able to flow.
  • different embodiments of the formwork hoods 9 are conceivable.
  • grooves may be arranged in the side walls 13, 15 of the shuttering hoods 9 into which the connection plates 19 can be inserted.
  • each short connecting part can form an elongated recess between them, which has the same function as a groove.
  • a connecting plate 19 with a shuttering hood 9 fixed be connected and reach to the adjacent formwork hood 9.
  • FIG. 9 shows in perspective a section of a roadway. From bottom to top, the substructure 1, the carriageway panel 10 and the rescue route 12 are visible. It is also easy to see that the escape route 12 leaves a gap to the threshold blocks 5 and to the rails 8. The shoulders 24 of the threshold blocks 5 are practically flush with the surface of the escape route 12, so that there are no major openings in the rescue route in their place, which could pose an accident risk, in particular for pedestrians.
  • a joint 21 is present in each case and in the middle between the rails 8 runs parallel to this a drainage channel 22.
  • a vertical drainage shaft 23 is formed, in which the drainage channel 22 opens.
  • the drainage shaft 23 is connected through the connection openings 3 and 11 (see, eg, FIG. FIG. 6 ) connected to the drainage line 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
EP10197028A 2010-12-27 2010-12-27 Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg für Strassenfahrzeuge Withdrawn EP2468954A1 (de)

Priority Applications (13)

Application Number Priority Date Filing Date Title
EP10197028A EP2468954A1 (de) 2010-12-27 2010-12-27 Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg für Strassenfahrzeuge
BR112013016308-9A BR112013016308B1 (pt) 2010-12-27 2011-12-23 método para produzir uma via férrea com laje
RU2013134990/11A RU2586101C2 (ru) 2010-12-27 2011-12-23 Способ изготовления безбалластного пути
PE2013001465A PE20141221A1 (es) 2010-12-27 2011-12-23 Metodo para producir una via en placa
SG2013049226A SG191362A1 (en) 2010-12-27 2011-12-23 Method for producing a slab trackway
KR1020137020016A KR102011811B1 (ko) 2010-12-27 2011-12-23 슬래브 트랙웨이 제조 방법
US13/976,221 US9157192B2 (en) 2010-12-27 2011-12-23 Method for producing a slab trackway
CA2822372A CA2822372A1 (en) 2010-12-27 2011-12-23 Method for producing a slab trackway
NO11801759A NO2659068T3 (pt) 2010-12-27 2011-12-23
PL11801759T PL2659068T3 (pl) 2010-12-27 2011-12-23 Sposób tworzenia torowiska bezpodsypkowego
AU2011351482A AU2011351482B2 (en) 2010-12-27 2011-12-23 Method for producing a slab trackway
EP11801759.9A EP2659068B1 (de) 2010-12-27 2011-12-23 Verfahren zum herstellen einer festen fahrbahn
PCT/EP2011/074024 WO2012089697A1 (de) 2010-12-27 2011-12-23 Verfahren zum herstellen einer festen fahrbahn

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP10197028A EP2468954A1 (de) 2010-12-27 2010-12-27 Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg für Strassenfahrzeuge

Publications (1)

Publication Number Publication Date
EP2468954A1 true EP2468954A1 (de) 2012-06-27

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Family Applications (2)

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EP10197028A Withdrawn EP2468954A1 (de) 2010-12-27 2010-12-27 Verfahren zum Herstellen einer festen Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg für Strassenfahrzeuge
EP11801759.9A Active EP2659068B1 (de) 2010-12-27 2011-12-23 Verfahren zum herstellen einer festen fahrbahn

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP11801759.9A Active EP2659068B1 (de) 2010-12-27 2011-12-23 Verfahren zum herstellen einer festen fahrbahn

Country Status (12)

Country Link
US (1) US9157192B2 (pt)
EP (2) EP2468954A1 (pt)
KR (1) KR102011811B1 (pt)
AU (1) AU2011351482B2 (pt)
BR (1) BR112013016308B1 (pt)
CA (1) CA2822372A1 (pt)
NO (1) NO2659068T3 (pt)
PE (1) PE20141221A1 (pt)
PL (1) PL2659068T3 (pt)
RU (1) RU2586101C2 (pt)
SG (1) SG191362A1 (pt)
WO (1) WO2012089697A1 (pt)

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CN103821049A (zh) * 2014-01-25 2014-05-28 中铁四局集团第四工程有限公司 一种crtsⅱ型板ca砂浆灌注钢管角钢组合封边压紧装置
CN106245467A (zh) * 2016-08-23 2016-12-21 吴永芳 一种装配板式轨道结构的铺架方法
CN107447606A (zh) * 2017-08-09 2017-12-08 中国铁建重工集团有限公司 一种磁悬浮轨排曲直两用组装设备
CN107460794A (zh) * 2017-04-24 2017-12-12 中铁四局集团有限公司 一种在严寒地区crtsⅲ型板式无砟轨道预制施工方法
CN108642975A (zh) * 2018-03-08 2018-10-12 中国铁路设计集团有限公司 一种用于抬升沉降病害铁路路基的方法
CN109837811A (zh) * 2018-12-26 2019-06-04 中国铁道科学研究院集团有限公司铁道建筑研究所 一种用于路基段无砟轨道横向纠偏的反力结构及其制作方法
CN110130164A (zh) * 2019-04-22 2019-08-16 中铁五局集团有限公司 一种两组长枕埋入式渡线道岔道床浇筑方法
CN110180999A (zh) * 2019-06-25 2019-08-30 遵义航天新力精密铸锻有限公司 一种定位工装及其用于定位砂型铸造冷却板中管件的方法
CN112127216A (zh) * 2020-09-30 2020-12-25 武汉理工大学 一种预制装配式沥青基板式无砟轨道及其施工方法
EP3792396A1 (de) * 2019-09-13 2021-03-17 Ed. Züblin AG Rahmen für eine gleiseindeckung für eine feste fahrbahn und anordnung umfassend eine feste fahrbahn und eine gleiseindeckung
CN112761034A (zh) * 2020-12-24 2021-05-07 成都市新筑路桥机械股份有限公司 一种流体材料浇筑小车

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US9689116B2 (en) * 2011-04-05 2017-06-27 Newstyle Nominees Pty Ltd. Rail track sleeper support
EP2740842B1 (de) * 2012-12-07 2017-09-27 Sonneville AG Verfahren zum Umbau eines Schottergleises in eine feste Fahrbahn
EP2778284A1 (de) * 2013-03-11 2014-09-17 Sonneville AG Schwellenblockeinheit für Eisenbahnschienensysteme
EP3045588A1 (de) * 2015-01-14 2016-07-20 Sonneville AG Dichtungsanordnung zwischen schwellenblock und schwellenschuh eines eisenbahnschienensystems
JP6407796B2 (ja) * 2015-05-14 2018-10-17 公益財団法人鉄道総合技術研究所 型枠押さえ機能を有するまくらぎの施工方法
CN106049193B (zh) * 2016-05-17 2018-08-17 中国铁道科学研究院铁道建筑研究所 一种用于路基段高速铁路无砟轨道中线纠偏方法
CN106049204B (zh) * 2016-08-03 2018-02-06 中铁十七局集团第三工程有限公司 无砟轨道钢筋混凝土底座浇筑用凹槽模板
EA036000B1 (ru) * 2018-06-29 2020-09-10 Открытое Акционерное Общество "Российские Железные Дороги" Устройство отвода поверхностных вод с верхнего строения двухпутного безбалластного железнодорожного пути
CN109778596B (zh) * 2018-08-16 2019-12-10 广州地铁设计研究院股份有限公司 带有辅助块的梯形预制板及其施工方法
CN108842529A (zh) * 2018-08-28 2018-11-20 上海市城市建设设计研究总院（集团）有限公司 有轨电车轨道基础快速化拼装结构及施工方法
CN111676742B (zh) * 2020-01-13 2021-09-21 中国铁道科学研究院集团有限公司铁道建筑研究所 一种crtsⅲ型板式无砟轨道结构的纠偏方法
JP7255887B2 (ja) * 2020-11-20 2023-04-11 株式会社佐藤工業所 側面弾性材セット治具

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US1745747A (en) * 1929-07-15 1930-02-04 William P Day Roadbed construction for railways
US4793545A (en) * 1987-07-14 1988-12-27 Construction Polymers Company Embedded track assembly
DE202009008366U1 (de) * 2008-07-08 2009-08-20 Heilit+Woerner Bau Gmbh Schienenfahrbahn, insbesondere für einen Tunnel- oder Brückenbereich
DE202008008157U1 (de) * 2008-06-18 2009-10-29 Heilit + Woerner Bau Gmbh Schienenfahrbahn, insbesondere für einen Tunnel- oder Brückenbereich
DE102010030275A1 (de) * 2009-06-19 2011-03-10 Ed. Züblin Ag Vorrichtung zur Ermöglichung der Befahrbarkeit von Festen Fahrbahnen in Eisenbahntunneln mit gummibereiften Rettungsfahrzeugen

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US5609294A (en) * 1995-07-21 1997-03-11 Lucas, Jr.; Joseph Railroad track assembly and method
FR2741090B1 (fr) * 1995-11-09 1998-01-30 Allevard Sa Chausson pour traverse de voie de chemin de fer sans ballast
DE202009008365U1 (de) * 2009-06-17 2010-10-28 Heilit+Woerner Bau Gmbh Schienenfahrbahn, insbesondere für einen Tunnel- oder Brückenbereich

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Publication number Priority date Publication date Assignee Title
US1745747A (en) * 1929-07-15 1930-02-04 William P Day Roadbed construction for railways
US4793545A (en) * 1987-07-14 1988-12-27 Construction Polymers Company Embedded track assembly
DE202008008157U1 (de) * 2008-06-18 2009-10-29 Heilit + Woerner Bau Gmbh Schienenfahrbahn, insbesondere für einen Tunnel- oder Brückenbereich
DE202009008366U1 (de) * 2008-07-08 2009-08-20 Heilit+Woerner Bau Gmbh Schienenfahrbahn, insbesondere für einen Tunnel- oder Brückenbereich
DE102010030275A1 (de) * 2009-06-19 2011-03-10 Ed. Züblin Ag Vorrichtung zur Ermöglichung der Befahrbarkeit von Festen Fahrbahnen in Eisenbahntunneln mit gummibereiften Rettungsfahrzeugen

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103821049A (zh) * 2014-01-25 2014-05-28 中铁四局集团第四工程有限公司 一种crtsⅱ型板ca砂浆灌注钢管角钢组合封边压紧装置
CN106245467A (zh) * 2016-08-23 2016-12-21 吴永芳 一种装配板式轨道结构的铺架方法
CN107460794A (zh) * 2017-04-24 2017-12-12 中铁四局集团有限公司 一种在严寒地区crtsⅲ型板式无砟轨道预制施工方法
CN107447606A (zh) * 2017-08-09 2017-12-08 中国铁建重工集团有限公司 一种磁悬浮轨排曲直两用组装设备
CN107447606B (zh) * 2017-08-09 2023-06-30 中国铁建重工集团股份有限公司 一种磁悬浮轨排曲直两用组装设备
CN108642975A (zh) * 2018-03-08 2018-10-12 中国铁路设计集团有限公司 一种用于抬升沉降病害铁路路基的方法
CN109837811B (zh) * 2018-12-26 2021-03-19 中国铁道科学研究院集团有限公司铁道建筑研究所 一种用于路基段无砟轨道横向纠偏的反力结构及其制作方法
CN109837811A (zh) * 2018-12-26 2019-06-04 中国铁道科学研究院集团有限公司铁道建筑研究所 一种用于路基段无砟轨道横向纠偏的反力结构及其制作方法
CN110130164A (zh) * 2019-04-22 2019-08-16 中铁五局集团有限公司 一种两组长枕埋入式渡线道岔道床浇筑方法
CN110180999B (zh) * 2019-06-25 2020-10-02 遵义航天新力精密铸锻有限公司 一种定位工装及其用于定位砂型铸造冷却板中管件的方法
CN110180999A (zh) * 2019-06-25 2019-08-30 遵义航天新力精密铸锻有限公司 一种定位工装及其用于定位砂型铸造冷却板中管件的方法
EP3792396A1 (de) * 2019-09-13 2021-03-17 Ed. Züblin AG Rahmen für eine gleiseindeckung für eine feste fahrbahn und anordnung umfassend eine feste fahrbahn und eine gleiseindeckung
CN112127216A (zh) * 2020-09-30 2020-12-25 武汉理工大学 一种预制装配式沥青基板式无砟轨道及其施工方法
CN112761034A (zh) * 2020-12-24 2021-05-07 成都市新筑路桥机械股份有限公司 一种流体材料浇筑小车

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BR112013016308A2 (pt) 2018-06-26
US20130277441A1 (en) 2013-10-24
CA2822372A1 (en) 2012-07-05
US9157192B2 (en) 2015-10-13
PE20141221A1 (es) 2014-09-12
EP2659068B1 (de) 2018-01-31
KR20140020858A (ko) 2014-02-19
RU2586101C2 (ru) 2016-06-10
AU2011351482A1 (en) 2013-07-11
RU2013134990A (ru) 2015-02-10
NO2659068T3 (pt) 2018-06-30
KR102011811B1 (ko) 2019-08-19
PL2659068T3 (pl) 2018-07-31
EP2659068A1 (de) 2013-11-06
SG191362A1 (en) 2013-08-30
AU2011351482B2 (en) 2017-04-13
WO2012089697A1 (de) 2012-07-05

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