EP1644581B1 - Verfahren zum Herstellen eines Gleisaufbaus für Schienengebundene Fahrzeuge, insbesondere Eisenbahnen - Google Patents
Verfahren zum Herstellen eines Gleisaufbaus für Schienengebundene Fahrzeuge, insbesondere Eisenbahnen Download PDFInfo
- 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
- Authority
- 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
Links
- 238000000034 method Methods 0.000 title claims description 13
- 238000010276 construction Methods 0.000 title description 5
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000011381 foam concrete Substances 0.000 claims description 12
- 210000001503 joint Anatomy 0.000 claims description 5
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 241001669679 Eleotris Species 0.000 abstract description 2
- 239000011513 prestressed concrete Substances 0.000 description 6
- 238000012423 maintenance Methods 0.000 description 5
- 238000009413 insulation Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 206010000496 acne Diseases 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Images
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)
- Road Paving Structures (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
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 (zh) |
EP (1) | EP1644581B1 (zh) |
JP (1) | JP4620044B2 (zh) |
KR (1) | KR20060018872A (zh) |
CN (1) | CN100487195C (zh) |
AT (1) | ATE346979T1 (zh) |
CA (1) | CA2528050C (zh) |
DE (2) | DE10325166B4 (zh) |
ES (1) | ES2276308T3 (zh) |
RU (1) | RU2314382C2 (zh) |
WO (1) | WO2004109016A1 (zh) |
Cited By (1)
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)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2440146B (en) * | 2006-07-14 | 2010-10-13 | Pandrol Ltd | Railway track panels |
WO2009023185A1 (en) * | 2007-08-13 | 2009-02-19 | 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 |
JP5894675B2 (ja) * | 2011-10-26 | 2016-03-30 | ヨアヒム ビューゼ,ハンス | 車両線路 |
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 |
EP2740842B1 (de) * | 2012-12-07 | 2017-09-27 | Sonneville AG | Verfahren zum Umbau eines Schottergleises in eine feste Fahrbahn |
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)
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 |
GB2185987B (en) * | 1986-01-31 | 1989-10-25 | Japan National Railway | Resilient coat for tie of direct-connection type track |
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 |
-
2003
- 2003-06-04 DE DE10325166A patent/DE10325166B4/de not_active Expired - Fee Related
-
2004
- 2004-06-03 RU RU2005137686/11A patent/RU2314382C2/ru not_active IP Right Cessation
- 2004-06-03 US US10/559,279 patent/US7975932B2/en not_active Expired - Fee Related
- 2004-06-03 CN CNB2004800154856A patent/CN100487195C/zh not_active Expired - Fee Related
- 2004-06-03 EP EP04738610A patent/EP1644581B1/de not_active Expired - Lifetime
- 2004-06-03 CA CA2528050A patent/CA2528050C/en not_active Expired - Fee Related
- 2004-06-03 AT AT04738610T patent/ATE346979T1/de not_active IP Right Cessation
- 2004-06-03 ES ES04738610T patent/ES2276308T3/es not_active Expired - Lifetime
- 2004-06-03 WO PCT/DE2004/001156 patent/WO2004109016A1/de active IP Right Grant
- 2004-06-03 KR KR1020057023109A patent/KR20060018872A/ko not_active Application Discontinuation
- 2004-06-03 JP JP2006508121A patent/JP4620044B2/ja not_active Expired - Fee Related
- 2004-06-03 DE DE502004002196T patent/DE502004002196D1/de not_active Expired - Lifetime
Cited By (1)
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 |
---|---|
WO2004109016A1 (de) | 2004-12-16 |
KR20060018872A (ko) | 2006-03-02 |
CA2528050C (en) | 2011-04-19 |
CN1798893A (zh) | 2006-07-05 |
US7975932B2 (en) | 2011-07-12 |
DE10325166A1 (de) | 2004-12-30 |
RU2314382C2 (ru) | 2008-01-10 |
EP1644581A1 (de) | 2006-04-12 |
DE10325166B4 (de) | 2006-11-23 |
CN100487195C (zh) | 2009-05-13 |
ES2276308T3 (es) | 2007-06-16 |
RU2005137686A (ru) | 2006-07-10 |
JP2006526720A (ja) | 2006-11-24 |
JP4620044B2 (ja) | 2011-01-26 |
US20060131436A1 (en) | 2006-06-22 |
CA2528050A1 (en) | 2004-12-16 |
ATE346979T1 (de) | 2006-12-15 |
DE502004002196D1 (de) | 2007-01-11 |
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