EP1644581B1 - Verfahren zum Herstellen eines Gleisaufbaus für Schienengebundene Fahrzeuge, insbesondere Eisenbahnen - Google Patents

Verfahren zum Herstellen eines Gleisaufbaus für Schienengebundene Fahrzeuge, insbesondere Eisenbahnen Download PDF

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Publication number
EP1644581B1
EP1644581B1 EP04738610A EP04738610A EP1644581B1 EP 1644581 B1 EP1644581 B1 EP 1644581B1 EP 04738610 A EP04738610 A EP 04738610A EP 04738610 A EP04738610 A EP 04738610A EP 1644581 B1 EP1644581 B1 EP 1644581B1
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EP
European Patent Office
Prior art keywords
concrete
substructure
trough
side walls
segments
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
EP04738610A
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German (de)
English (en)
French (fr)
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EP1644581A1 (de
Inventor
Günzel Graf von der Schulenburg-Wolfsburg
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Individual
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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
    • 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
    • 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
    • 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

Definitions

  • the invention relates to a method for producing a track structure for rail vehicles, in particular railways.
  • DE-A 100 04 194 describes a method for producing a fixed rail track on a bridge.
  • ballast bed is initially formed, the usually made of weather-resistant hard rock, z. B. basalt, depending on the track load in different grain size.
  • the standard bed height up to the threshold lower edge is 30 cm.
  • gravel bed associated with concrete or wooden sleepers rails or rail tracks are placed.
  • To push gravel under the sleepers track tamping machines are used. These machines are equipped with pimples, which, under the control of hydraulics, press the ballast under the sleepers.
  • the ballast bed In order to allow rainwater to run off and the rails are not under water, the ballast bed must be regularly cleaned of debris. For this, the gravel must be picked up, sieved and then put back on the track bed. Then it has to be stuffed again. The laying of the rails and the maintenance of the track bed is therefore time consuming and costly.
  • the AT-B-390 976 describes a method for producing a ballastless superstructure, are arranged in the prefabricated support plates with concrete on the pre-consolidated ground.
  • EP-A-0 663 470 describes a railway track superstructure with a U-shaped concrete trough of reinforced cast-in-place concrete laid in the track direction and provided below each track with a sleeper bearing protruding from the sole surface of the concrete trough, the trough following the alignment of the track rail filled in compacted gravel filled with a mortar suspension.
  • the side walls of the concrete tub are spaced apart at least in threshold length L parallel to each other.
  • prestressed concrete composite slabs are disclosed for railway superstructures, which rest on a U-shaped styrofoam concrete support and insulation layer, wherein the prestressed concrete composite slab consists of a prestressed concrete cover layer and a prestressed concrete support layer and by means of a Capsule press can be seamlessly biased over a length of 400 m in the entire thickness and the fresh concrete of the prestressed concrete cover layer is introduced as a shotcrete to achieve a permanent bond with the support layer.
  • gravel stones are spread which are glued to the surface of the cover layer with a bituminous adhesive.
  • a new method for producing a track structure is to be specified, which allows the production of the substructure and superstructure and the laying of the rail tracks easily and inexpensively.
  • the track structure produced by these methods should ensure the highest possible noise insulation and reduce the time for maintenance.
  • the substructure is poured on site from lightweight concrete, in particular from foam concrete with a density of 450 kg / m 3 . Expansion joints are not mandatory.
  • the concrete tank is preferably made of steel-reinforced foam concrete. Foamed concrete is referred to as "cellular concrete" in English-speaking countries.
  • the steel-reinforced concrete tub is placed on the substructure hung up. It may optionally be laterally covered with soil. By the use of foam concrete will be achieves high sound insulation values, which reduces the noise caused by passing trains.
  • the substructure has a density of preferably 400-650 kg / m 3 , in particular preferably 450 kg / m 3 .
  • the concrete trough preferably has a density of 1100 - 1900 kg / m 3 , in particular 1500 kg / m 3 .
  • the rails preferably project beyond the side cheeks in the vertical direction, it is ensured that even with heavy rainfall the rail surface is freely passable and the vehicle wheels do not drive through dammed up water.
  • the side walls of the concrete tub are preferably provided with a plurality of wall openings, in which pipes are preferably used in particular.
  • At least one empty tube can be integrated into the substructure.
  • the concrete trough consists of individual prefabricated segments, which can be placed on the base made on site and connected to each other.
  • the production of the track structure is further simplified and the construction time further reduced.
  • individual segments can be easily replaced if necessary, which reduces the maintenance costs.
  • each segment is preferably provided at its ends with a central slot or a notch, in which an insert can be inserted, which is preferably T-shaped in cross section. This insert prevents a lateral drift apart of the segments.
  • the track construction consists of the substructure 5, which is cast on site from lightweight concrete, in particular foam concrete, as it is produced for example by the Canadian company CEMATRIX. For this purpose, a usual shuttering is necessary.
  • the foam concrete can be mixed on site. For foaming, bubble-forming substances (air injection) are used.
  • In the substructure 5 at least one empty tube 6 is integrated, can be pulled through the later supply lines.
  • the substructure 5 is provided with slightly upwardly drawn side cheeks 5a, 5b.
  • the use of foam concrete is common in road construction. Foamed concrete is characterized by good sound absorption properties and high thermal insulation.
  • segments S made of reinforced concrete are inserted.
  • Several juxtaposed segments S form a concrete tub 4 with a bottom 4c and in the vertical direction pointing side cheeks 4a, 4b.
  • the width of the segment S is chosen so that they are exactly inserted between the side walls 5a, 5b of the base 5, whereby a lateral displacement of the concrete tub 4 is prevented.
  • the segments (S) are produced in a length of 5 - 15 m.
  • each segment 4 In the side cheeks 4a, 4b of each segment 4, a plurality of apertures 7 are provided, are inserted into the tubes, whereby in the tub 4 accumulating water can drain to the outside.
  • the segment S At its two ends, the segment S is provided with a notch or a slot 9, which is arranged centrally in the bottom 4c.
  • a cross-sectionally T-shaped insert 8 can be inserted.
  • Two abutting segments S are aligned with each other via this insert 8 and fixed laterally, whereby the butt joint can be secured.
  • cross-shaped cross-shaped insert 8 ' can be used.
  • the additional leg 8 "can be taken or used in the substructure 5.
  • the prefabricated segments S are then placed individually on the substructure 5.
  • fixed rail tracks 1, 2 are inserted on concrete or wooden sleepers.
  • the inner dimension between the side walls 4a, 4b of the tub 4 corresponds to the length L of the thresholds 3, so that the concrete tub 4 takes over the lateral guidance of the rail tracks 1, 2.
  • the side cheeks 4a, 4b of the trough 4 are slightly higher than the thickness of the sleepers 3, so that the sleepers are completely immersed in the trough, while the rail cords 1, 2 fastened on the sleepers 3 are placed over the trough 4 protrude. Laterally to the tub 4 soil 10 is poured, covering the substructure 5.
  • the substructure 5 consists of preferably non-reinforced lightweight concrete with a density of 400-700 kg / m 3 . Good results have been obtained with a density of 450 to 650 kg / m 3 .
  • the tub 4 is made of reinforced concrete with a galvanized reinforcement and a density of 1100 - 1900 kg / m 3 , with good results were achieved at a density of 1500 kg / m 3 .

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Road Paving Structures (AREA)
EP04738610A 2003-06-04 2004-06-03 Verfahren zum Herstellen eines Gleisaufbaus für Schienengebundene Fahrzeuge, insbesondere Eisenbahnen Expired - Lifetime EP1644581B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10325166A DE10325166B4 (de) 2003-06-04 2003-06-04 Gleisaufbau für schienengebundene Fahrzeuge, insbesondere Eisenbahnen
PCT/DE2004/001156 WO2004109016A1 (de) 2003-06-04 2004-06-03 Gleisaufbau für schienengebundene fahrzeuge, insbesondere eisenbahnen

Publications (2)

Publication Number Publication Date
EP1644581A1 EP1644581A1 (de) 2006-04-12
EP1644581B1 true EP1644581B1 (de) 2006-11-29

Family

ID=33482469

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04738610A Expired - Lifetime EP1644581B1 (de) 2003-06-04 2004-06-03 Verfahren zum Herstellen eines Gleisaufbaus für Schienengebundene Fahrzeuge, insbesondere Eisenbahnen

Country Status (11)

Country Link
US (1) US7975932B2 (ru)
EP (1) EP1644581B1 (ru)
JP (1) JP4620044B2 (ru)
KR (1) KR20060018872A (ru)
CN (1) CN100487195C (ru)
AT (1) ATE346979T1 (ru)
CA (1) CA2528050C (ru)
DE (2) DE10325166B4 (ru)
ES (1) ES2276308T3 (ru)
RU (1) RU2314382C2 (ru)
WO (1) WO2004109016A1 (ru)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7975932B2 (en) 2003-06-04 2011-07-12 Graf Von Der Schulenburg-Wolfsburg Guenzel Track structure for railborne vehicles, particularly trains

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2440146B (en) * 2006-07-14 2010-10-13 Pandrol Ltd Railway track panels
EP2185594B1 (en) * 2007-08-13 2016-04-06 VasGene Therapeutics, Inc. Cancer treatment using humanized antibodies that bind to ephb4
GB2486271A (en) * 2010-12-10 2012-06-13 Tram Res Ltd Rail supporting beam section
WO2013060344A1 (de) * 2011-10-26 2013-05-02 Buese Hans-Joachim Fahrzeugtrasse
CN103669114B (zh) * 2012-09-06 2015-07-22 隔而固(青岛)振动控制有限公司 一种道床基底预制板及其应用
PL2740842T3 (pl) * 2012-12-07 2018-04-30 Sonneville Ag Sposób przebudowy torowej nawierzchni podsypkowej na nawierzchnię bezpodsypkową
RU2535378C1 (ru) * 2013-06-25 2014-12-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" Способ усиления железнодорожного пути
CN110387775B (zh) * 2019-07-23 2024-04-02 中国铁道科学研究院集团有限公司铁道建筑研究所 一种轨道调整结构及其制作工艺
CN112900174A (zh) * 2021-01-19 2021-06-04 华振贵 一种软基换填结构及其施工方法
CN112900175A (zh) * 2021-01-19 2021-06-04 华振贵 一种道路加宽结构及其施工方法

Family Cites Families (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4142468A (en) * 1976-04-20 1979-03-06 Charles Birnstiel Elevated rail transit guideway with noise attenuators
DE3602669A1 (de) * 1986-01-31 1987-07-30 Japan National Railway Federnder ueberzug fuer eine direktverbindungs-schwelle
AT390976B (de) 1988-12-19 1990-07-25 Porr Allg Bauges Verfahren zur errichtung von schotterlosem oberbau sowie ein nach diesem verfahren hergestellter oberbau
US4964750A (en) * 1989-05-04 1990-10-23 Randall House Traffic barrier and method of construction
AT402210B (de) 1990-05-07 1997-03-25 Getzner Chemie Gmbh & Co Gleiskörper
DE4133905A1 (de) * 1991-10-09 1992-05-27 Karl Schroeder Spannbeton-verbundplatten nach der mehrschichtentheorie fuer den eisenbahnoberbau
GB2264321B (en) * 1992-02-19 1995-09-20 Roxbury Ltd Improvements in or relating to load methods and apparatus
JPH05272103A (ja) * 1992-03-24 1993-10-19 Sumitomo Metal Ind Ltd 鋼製床版
JP3233695B2 (ja) * 1992-09-10 2001-11-26 東日本旅客鉄道株式会社 軌道用軽量盛土配合物および軌道用軽量盛土とその施工方法
DE4309392C2 (de) 1993-03-23 1997-03-27 Heilit & Woerner Bau Ag Einrichtung und ein Verfahren zum Herstellen einer kontinuierlichen Bewehrung für eine Betonschicht
DE4439894C2 (de) * 1994-01-18 1998-04-09 Heitkamp Gmbh Bau Oberbau für Eisenbahngleise
JPH0830275A (ja) * 1994-07-19 1996-02-02 Bridgestone Corp 吸音材
DE19508107C1 (de) * 1995-03-08 1996-11-14 Pfleiderer Verkehrstechnik Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn
US5776243A (en) * 1997-02-03 1998-07-07 Goodson And Associates, Inc. Permeable cellular concrete and structure
US6151858A (en) * 1999-04-06 2000-11-28 Simple Building Systems Building construction system
JP2000355901A (ja) * 1999-06-15 2000-12-26 East Japan Railway Co 軌道用気泡モルタル軽量盛土及びその施工方法
DE10066016B4 (de) * 2000-02-01 2005-09-08 Walter-Heilit Verkehrswegebau Gmbh Schalungsanordnung, insbesondere zur Fertigung einer Betonplatte für eine feste Schienenfahrbahn
DE10004626C2 (de) 2000-02-03 2003-11-27 Walter Heilit Verkehrswegebau Verfahren zur Herstellung einer Entgleisungsschutzanordnung bei einer Schienenfahrbahn, eine Entgleisungsschutzanordnung umfassende Schienenfahrbahn und Entgleisungsschutzanordnung
DE10123660C1 (de) 2001-05-15 2002-12-19 Pfleiderer Infrastrukturt Gmbh Feste Fahrbahn mit elastisch aufgelagerten Schallabsorberelementen
US6668729B1 (en) * 2002-08-21 2003-12-30 Bryan Richards Transit system
DE10325166B4 (de) 2003-06-04 2006-11-23 Graf von der Schulenburg-Wolfsburg, Günzel, Dr. Gleisaufbau für schienengebundene Fahrzeuge, insbesondere Eisenbahnen
US7658797B2 (en) * 2005-03-22 2010-02-09 Nova Chemicals Inc. Lightweight concrete compositions

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7975932B2 (en) 2003-06-04 2011-07-12 Graf Von Der Schulenburg-Wolfsburg Guenzel Track structure for railborne vehicles, particularly trains

Also Published As

Publication number Publication date
US7975932B2 (en) 2011-07-12
EP1644581A1 (de) 2006-04-12
CN100487195C (zh) 2009-05-13
DE10325166A1 (de) 2004-12-30
JP4620044B2 (ja) 2011-01-26
JP2006526720A (ja) 2006-11-24
RU2314382C2 (ru) 2008-01-10
WO2004109016A1 (de) 2004-12-16
US20060131436A1 (en) 2006-06-22
RU2005137686A (ru) 2006-07-10
CN1798893A (zh) 2006-07-05
CA2528050C (en) 2011-04-19
ES2276308T3 (es) 2007-06-16
ATE346979T1 (de) 2006-12-15
CA2528050A1 (en) 2004-12-16
DE502004002196D1 (de) 2007-01-11
DE10325166B4 (de) 2006-11-23
KR20060018872A (ko) 2006-03-02

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