EP1644581A1 - Structure de voie conçue pour des vehicules guides sur rails, en particulier des vehicules ferroviaires - Google Patents

Structure de voie conçue pour des vehicules guides sur rails, en particulier des vehicules ferroviaires

Info

Publication number
EP1644581A1
EP1644581A1 EP04738610A EP04738610A EP1644581A1 EP 1644581 A1 EP1644581 A1 EP 1644581A1 EP 04738610 A EP04738610 A EP 04738610A EP 04738610 A EP04738610 A EP 04738610A EP 1644581 A1 EP1644581 A1 EP 1644581A1
Authority
EP
European Patent Office
Prior art keywords
track structure
structure according
concrete
substructure
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.)
Granted
Application number
EP04738610A
Other languages
German (de)
English (en)
Other versions
EP1644581B1 (fr
Inventor
Günzel Graf von der Schulenburg-Wolfsburg
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1644581A1 publication Critical patent/EP1644581A1/fr
Application granted granted Critical
Publication of EP1644581B1 publication Critical patent/EP1644581B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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 track structure for rail-bound vehicles, in particular railways, with a bed on which rails fastened on sleepers rest.
  • ballast bed is first formed, which as a rule consists of weatherproof hard rock (e.g. basalt) in different grain sizes depending on the track load.
  • the standard bed height up to the lower edge of the threshold is 30 cm.
  • the rails or rail tracks connected with concrete or wooden sleepers are placed on this ballast bed.
  • Track tamping machines are used to push gravel under the sleepers. These machines are equipped with pimples which, controlled by hydraulics, press the ballast under the sleepers.
  • the ballast bed must be regularly cleaned of debris so that rainwater can drain off and the rails are not under water. For this purpose, the ballast must be picked up, sieved and then put back on the track bed. Then it must be filled again. Laying the rails and maintaining the track bed is therefore time and cost consuming.
  • the track structure explained at the beginning should be improved in such a way that the laying of the Rail tracks are simple and inexpensive and the time for maintenance work is reduced.
  • the track structure should ensure the highest possible level of noise insulation.
  • the generic track structure is characterized in that the bed consists of a concrete trough resting on a substructure with side walls extending in the longitudinal direction, and in that the side walls are spaced parallel to one another at least in the threshold length.
  • This configuration completely eliminates the ballast bed.
  • the side bolsters provide lateral support for the sleepers.
  • the laying of the rail tracks is considerably simplified because they only have to be inserted into the concrete trough.
  • the plug is completely eliminated. Debris that accumulates over time can simply be vacuumed off. This makes maintenance work much easier and more cost-effective. It can be assumed that with this track structure, light materials such as leaves are automatically removed from the track bed due to the suction effect of fast-moving trains. The maintenance intervals are therefore also extended. Worn or damaged rail parts can easily be replaced.
  • the substructure is preferably cast on site from lightweight concrete, in particular from foam concrete. Expansion joints are not absolutely necessary.
  • the concrete tub is preferably made of steel-reinforced foam concrete. Foam concrete is called cellular concrete in English-speaking countries.
  • the steel-reinforced concrete trough is placed on the substructure. If necessary, it can be covered laterally with soil. By using foam concrete achieved high sound insulation values, which reduces the noise generated by passing trains.
  • the substructure has a density of 400-650 kg / m 3 , particularly preferably 450 kg / m 3 .
  • the concrete trough preferably has a density of 1 100-1 900 kg / m 3 , in particular 1 500 kg / m 3 .
  • the rails protrude vertically from the side walls, it is ensured that the surface of the rail can be freely driven even in the event of heavy rainfall and that the vehicle wheels do not drive through accumulated water.
  • the rails are automatically centered.
  • the side walls of the concrete trough are preferably provided with a plurality of wall openings, in which pipes are particularly preferably inserted.
  • At least one empty pipe is integrated in the substructure.
  • the concrete trough consists of individual prefabricated segments which can be placed on the substructure manufactured on site and connected to one another. This further simplifies the manufacture of the track structure and further reduces the construction time. In addition, individual segments can be easily replaced if necessary, which reduces maintenance costs.
  • the bottom of each segment is provided at its ends with a central slot or a notch into which an insert can be inserted, which is preferably T-shaped in cross section. This insert prevents the segments from drifting sideways.
  • the process for producing a track structure for rail-bound vehicles, in particular railways is characterized by the following steps:
  • inserts are preferably inserted in the central slots provided in the base of the trough segments.
  • Figure 1 - a perspective view of the track structure
  • Figure 2 the top view of a track structure
  • Figure 3 - a partial representation of the concrete trough according to the arrow
  • the track structure consists of the substructure 5, which is cast on site from lightweight concrete, in particular foam concrete, such as is produced for example by the Canadian company CEMATRIX. This requires the usual formwork.
  • the foam concrete can be mixed on site. Bubble-forming substances (air blowing) are used for foaming.
  • At least one empty pipe 6 is integrated into the substructure 5, through which supply lines can later be drawn.
  • the substructure 5 is provided with side cheeks 5a, 5b which are pulled slightly upwards.
  • foam concrete is common in road construction. Foam concrete is characterized by good sound absorption properties and high thermal insulation.
  • segments S made of reinforced concrete are inserted between the side walls 5a, 5b. Several segments S placed one against the other form one
  • Concrete trough 4 with a bottom 4c and in the vertical direction facing side cheeks 4a, 4b.
  • the width of the segment S is selected so that it can be inserted exactly between the side cheeks 5a, 5b of the substructure 5, thereby preventing the concrete trough 4 from shifting laterally.
  • the segments (S) are produced in a length of 5 - 1 5 m.
  • each segment 4 In the side cheeks 4a, 4b of each segment 4, a plurality of openings 7 are provided, into which tubes are inserted, as a result of which water collecting in the tub 4 can run off to the outside.
  • the segment S At its two ends, the segment S is provided with a notch or slot 9, which is arranged centrally in the bottom 4c.
  • An insert 8 with a T-shaped cross section can be inserted into this notch 9.
  • Two abutting segments S are aligned with each other via this insert 8 and laterally fixed, whereby the butt joint can be secured.
  • the cross-shaped insert 8 'shown in FIG. 4a can be used.
  • the additional leg 8 "can be hammered into or inserted into the substructure 5.
  • the prefabricated segments S are placed one after the other on the substructure 5.
  • Rail sections 1, 2 fastened on concrete or wooden sleepers 3 are inserted into the concrete trough 4.
  • the inside dimension between the side walls 4a, 4b of the tub 5 corresponds to the length L of the sleepers 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 tub 4 are designed somewhat higher than the thickness of the sleepers 3, so that the
  • the substructure 5 consists of preferably non-reinforced light 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 trough 4 consists of reinforced concrete with a galvanized reinforcement and a density of 1 100 - 1 900 kg / m 3 , whereby good results were achieved with a density of 1 500 kg / m 3 .
EP04738610A 2003-06-04 2004-06-03 Procédé de réalisation d'une structure de voie conçue pour des vehicles guides sur rails, en particulier des vehicules ferroviaires Not-in-force EP1644581B1 (fr)

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 (fr) 2003-06-04 2004-06-03 Structure de voie conçue pour des vehicules guides sur rails, en particulier des vehicules ferroviaires

Publications (2)

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

Family

ID=33482469

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04738610A Not-in-force EP1644581B1 (fr) 2003-06-04 2004-06-03 Procédé de réalisation d'une structure de voie conçue pour des vehicles guides sur rails, en particulier des vehicules ferroviaires

Country Status (11)

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

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10325166B4 (de) 2003-06-04 2006-11-23 Graf von der Schulenburg-Wolfsburg, Günzel, Dr. Gleisaufbau für schienengebundene Fahrzeuge, insbesondere Eisenbahnen
GB2440146B (en) * 2006-07-14 2010-10-13 Pandrol Ltd Railway track panels
CA2696164C (fr) * 2007-08-13 2018-06-12 Vasgene Therapeutics, Inc. Traitement contre le cancer utilisant des anticorps humanises qui se lient a ephb4
GB2486271A (en) * 2010-12-10 2012-06-13 Tram Res Ltd Rail supporting beam section
US9352754B2 (en) * 2011-10-26 2016-05-31 Hans-Joachim Buse Vehicle line
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
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
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

Family Cites Families (22)

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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
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Also Published As

Publication number Publication date
DE10325166A1 (de) 2004-12-30
JP4620044B2 (ja) 2011-01-26
KR20060018872A (ko) 2006-03-02
DE502004002196D1 (de) 2007-01-11
CN100487195C (zh) 2009-05-13
CA2528050C (fr) 2011-04-19
CA2528050A1 (fr) 2004-12-16
US20060131436A1 (en) 2006-06-22
US7975932B2 (en) 2011-07-12
RU2314382C2 (ru) 2008-01-10
JP2006526720A (ja) 2006-11-24
ES2276308T3 (es) 2007-06-16
RU2005137686A (ru) 2006-07-10
EP1644581B1 (fr) 2006-11-29
ATE346979T1 (de) 2006-12-15
WO2004109016A1 (fr) 2004-12-16
CN1798893A (zh) 2006-07-05
DE10325166B4 (de) 2006-11-23

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