EP0621370B1 - Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau - Google Patents

Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau Download PDF

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Publication number
EP0621370B1
EP0621370B1 EP94103164A EP94103164A EP0621370B1 EP 0621370 B1 EP0621370 B1 EP 0621370B1 EP 94103164 A EP94103164 A EP 94103164A EP 94103164 A EP94103164 A EP 94103164A EP 0621370 B1 EP0621370 B1 EP 0621370B1
Authority
EP
European Patent Office
Prior art keywords
drilled
hole
sleeper
ballastless track
sleepers
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.)
Expired - Lifetime
Application number
EP94103164A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0621370A1 (de
Inventor
Rudolf Gerlach
Ralf Dr. Walter
Bernhard Schad
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.)
Walter Bau AG
Original Assignee
Walter Bau 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 Walter Bau AG filed Critical Walter Bau AG
Publication of EP0621370A1 publication Critical patent/EP0621370A1/de
Application granted granted Critical
Publication of EP0621370B1 publication Critical patent/EP0621370B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • 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
    • 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
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
    • 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
    • E01B2204/09—Ballastless systems
    • 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
    • E01B2204/13—Dowels for slabs, sleepers or rail-fixings

Definitions

  • the invention relates to a method for producing a ballastless track superstructure according to the preamble of claim 1 and a track superstructure produced by the method.
  • Ballastless track superstructures are used on high-speed lines.
  • the phenomenon occurs that dynamic stresses on the track and sleepers act in the area in front of the moving train, which tend to raise the track and sleepers. This is referred to as “pumping " or "riding" the track grate.
  • a non-reinforced rolled concrete layer 2 is applied to a frost protection layer 1 by means of a conventional asphalt paver in a thickness of up to 250 mm.
  • a multilayer asphalt base layer 3, the uppermost layer 3A of which is made of asphalt concrete, is also applied to this rolled concrete layer 2 by means of a road paver consists.
  • the thickness of this multi-layer asphalt base course is also up to 250 mm.
  • the monoblock sleepers 5 made of concrete are now laid on this asphalt base layer 3. These concrete sleepers have in the center on their underside a recess 4 which extends over the entire width of the sleeper 5, so that 4 bearing surfaces 6 are formed on both sides of the recess. A geotextile 7 is laid between these contact surfaces 6 and the asphalt concrete layer 3A.
  • a through hole 8 is made centrally to the longitudinal and transverse dimensions of the threshold.
  • This bore 8 serves as a gauge for a blind bore 9 to be introduced into the asphalt layer 3 and the rolled concrete layer 2 by means of a drill.
  • the blind bore 9 is then cleaned of the drilling dust.
  • an adhesive is introduced via the bore 8, which was previously mixed from the two components of a two-component adhesive. It is also possible to insert a cartridge containing the two components into the blind bore 9, the components of which mix when the cartridge is pierced.
  • a spacer and sliding bushing 11, which has a collar 12, is now introduced into the threshold bore 9, which rests non-positively and without tolerance on the wall of the bore 8 and extends to the upper edge of the recess 4.
  • a dowel 13 is then pressed into the blind bore 9, which, when it is inserted in the blind bore 9, protrudes slightly above the upper edge of the bore 8.
  • the adhesive rises and fills the gap between the blind hole 9 and the dowel 13.
  • the amount of adhesive is chosen so that it emerges from the blind hole at the top.
  • the infill between the individual prestressed concrete sleepers of the track grate is made with cement or bitumen-bound, sound-absorbing material, e.g. with a single-grain concrete.
  • This material 14 is also poured laterally onto the sleepers 5 and the layers 2, 3, as shown in FIGS. 1 and 3.
  • an HGT hydraulically bound base layer 15 is now used.
  • a threaded rod 16 is introduced instead of a dowel 13. This threaded rod 16 projects beyond the upper end of the bore 8.
  • a flat washer 17 and a spring washer 18 are placed on this projecting end and then a cap nut 19 is screwed on.
  • the disc spring washer 18 enables the threshold to move vertically.
  • the dowel can also be used with a base layer 15 and the threaded rod with a rolled concrete layer 2.
  • a threaded rod it is also possible to fill an adhesive into the blind hole.
  • the exemplary embodiments have in common that the threshold can deflect upwards in the case of dynamic loads in relation to dowels or threaded rods, but is guided laterally without any problems. This allows the track grate to be pumped, i.e. the thresholds can move upwards. Shear and longitudinal forces, which act on the track grating, are taken up by dowels 13 or threaded rods 16 and introduced into the substructure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
  • Cosmetics (AREA)
  • Cold Cathode And The Manufacture (AREA)
EP94103164A 1993-04-22 1994-03-03 Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau Expired - Lifetime EP0621370B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4313105 1993-04-22
DE4313105A DE4313105A1 (de) 1993-04-22 1993-04-22 Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau

Publications (2)

Publication Number Publication Date
EP0621370A1 EP0621370A1 (de) 1994-10-26
EP0621370B1 true EP0621370B1 (de) 1996-10-30

Family

ID=6486061

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94103164A Expired - Lifetime EP0621370B1 (de) 1993-04-22 1994-03-03 Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau

Country Status (8)

Country Link
US (1) US5435486A (cs)
EP (1) EP0621370B1 (cs)
KR (1) KR0145024B1 (cs)
CN (1) CN1096552A (cs)
CZ (1) CZ280331B6 (cs)
DE (3) DE4313105A1 (cs)
TR (1) TR27904A (cs)
UA (1) UA39858C2 (cs)

Families Citing this family (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4428706A1 (de) 1994-08-12 1996-02-15 Heilit & Woerner Bau Ag Gleisrost auf durchgehender Tragplatte und Verfahren zur Verlegung eines Gleisrostes auf durchgehender Tragplatte
DE29506090U1 (de) * 1995-04-07 1995-06-01 Dennert Poraver GmbH, 92353 Postbauer-Heng Schallabsorbierender Belag auf einer durchgehenden Tragplatte eines Gleisoberbaus
DE19514005A1 (de) * 1995-04-13 1996-11-14 Wiebe Hermann Grundstueck Anordnung und ein Verfahren zum Befestigen einer Betonschwelle auf einer Beton- oder Asphalt-Tragplatte
ES2093594T3 (es) * 1995-05-11 2000-12-01 Pfleiderer Infrastrukturt Gmbh Medidas para reducir el sonido aereo en vias de ferrocarril, preferentemente en vias fijas para trafico ferroviario, y procedimiento para realizar las medidas.
DE29514571U1 (de) * 1995-09-11 1997-01-23 Heilit + Woerner Bau-AG, 81677 München Gleisrost auf durchgehender Tragplatte
DE19541491A1 (de) * 1995-11-08 1997-05-15 Wayss & Freytag Ag Feste Fahrbahn für schienengebundenen Verkehr
DE29520577U1 (de) * 1995-12-27 1997-04-30 Heilit + Woerner Bau-AG, 81677 München Gleisoberbau
DE19620638C2 (de) * 1996-05-22 1999-05-06 Fritzsch Harald Dr Ing Gleisoberbau
DE19741059C1 (de) * 1997-09-18 1999-05-06 Wayss & Freytag Ag Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr, sowie eine Feste Fahrbahn zur Durchführung des Verfahrens
DE19837950C5 (de) * 1997-09-18 2012-03-15 Rail.One Gmbh Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr und Vorrichtung zur Durchführung des Verfahrens
DE19753747C2 (de) * 1997-09-18 2003-11-27 Pfleiderer Infrastrukturt Gmbh Verfahren zur Herstellung einer festen Fahrbahn für schienengebundenen Verkehr
DE19837360C2 (de) * 1998-08-18 2002-02-21 Pfleiderer Infrastrukturt Gmbh Einbauverfahren für eine feste Schienenfahrbahn
DE19913204B4 (de) * 1999-03-24 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Aufgelagerte feste Fahrbahn mit Schwellenbefestigungsgliedern
DE102007003351A1 (de) * 2007-01-17 2008-07-24 Max Bögl Bauunternehmung GmbH & Co. KG Feste Fahrbahn mit einem Betonband
CN101503870B (zh) * 2008-12-03 2011-10-05 中铁八局集团第一工程有限公司 一种双块式无砟轨道道床板的施工方法
CN101748662B (zh) * 2009-12-30 2012-10-03 中铁八局集团有限公司 路基双块式无砟轨道道床施工工艺
CN102146643B (zh) * 2010-02-05 2014-01-01 北京捷适中坤铁道技术有限公司 纵向轨枕和减振轨道系统
CN101851884A (zh) * 2010-03-23 2010-10-06 中国建筑股份有限公司 严寒地区crts i型板式无砟轨道板铺设工法
WO2011124089A1 (zh) * 2010-04-08 2011-10-13 中铁二院工程集团有限责任公司 一种无砟轨道构造
DE202010006162U1 (de) 2010-04-27 2010-07-29 Db Netz Ag Fixierelement für einen Gleisoberbau
CN102505581B (zh) * 2011-10-24 2014-04-09 武汉理工大学 一种水泥乳化沥青砂浆精细灌注工艺
KR101270942B1 (ko) * 2012-11-07 2013-06-11 한국철도기술연구원 아스팔트 노반용 전단고정 장치를 구비한 침목 및 그 시공 방법
GB2525940B (en) * 2014-05-09 2021-03-10 Robb Lee DMCMD Railway (New railway compatible with existing railway infrastructure)
KR101723131B1 (ko) * 2016-09-30 2017-04-05 지에스건설 주식회사 일체형 돌기가 구비된 궤도구조물 및 이의 시공방법
BR112019019025A2 (pt) * 2017-03-13 2024-01-16 Acciona Construccion S A Dispositivo de fixação de viga
CN112211037B (zh) * 2020-09-03 2022-04-22 中铁第一勘察设计院集团有限公司 刚性基础可调式有砟轨道及其轨枕
AT525562B1 (de) * 2022-02-04 2023-05-15 Porr Bau Gmbh Gleisanordnung und Gleisanordnungssystem

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2659161A1 (de) * 1976-12-28 1978-07-06 Zueblin Ag Schotterloser eisenbahnoberbau
DE2659163C2 (de) * 1976-12-28 1987-01-08 Eirich, Gustav, 6969 Hardheim Zerkleinerungsvorrichtung mit Zahnscheibe und Magnetabscheidung
GB1561372A (en) * 1978-03-30 1980-02-20 British Railways Board Concrete slab structure for railway track
US4406403A (en) * 1979-01-23 1983-09-27 True Temper Corporation Method of providing a containment reservoir
US4345686A (en) * 1979-06-08 1982-08-24 Takeshi Sato Material for fixing anchor bolt or like and method of manufacturing same
US4616395A (en) * 1983-06-30 1986-10-14 Perini Corporation Railroad track fixation method and apparatus
DE3710188A1 (de) * 1987-03-27 1988-10-13 Achim Wirth Spannoberbau
AT395738B (de) * 1989-06-19 1993-02-25 Porr Allg Bauges Oberbau mit schienen und verfahren zur herstellung desselben
DE4113566C2 (de) * 1991-04-25 1995-03-23 Deutsche Asphalt Gmbh Schotterlose Oberbaukonstruktion für Schienenbahnen

Also Published As

Publication number Publication date
UA39858C2 (uk) 2001-07-16
EP0621370A1 (de) 1994-10-26
CZ280331B6 (cs) 1995-12-13
DE9404525U1 (de) 1994-09-22
CN1096552A (zh) 1994-12-21
CZ93494A3 (en) 1994-11-16
US5435486A (en) 1995-07-25
KR0145024B1 (ko) 1998-09-15
DE59400925D1 (de) 1996-12-05
DE4313105A1 (de) 1994-11-03
TR27904A (tr) 1995-10-11

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