EP1825059B1 - Voie en béton pour véhicules sur rails - Google Patents
Voie en béton pour véhicules sur rails Download PDFInfo
- Publication number
- EP1825059B1 EP1825059B1 EP05804987A EP05804987A EP1825059B1 EP 1825059 B1 EP1825059 B1 EP 1825059B1 EP 05804987 A EP05804987 A EP 05804987A EP 05804987 A EP05804987 A EP 05804987A EP 1825059 B1 EP1825059 B1 EP 1825059B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- carriageway
- concrete carriageway
- carriageway according
- transverse forces
- 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.)
- Active
Links
- 239000004567 concrete Substances 0.000 title claims description 64
- 230000002787 reinforcement Effects 0.000 claims description 12
- 229920003023 plastic Polymers 0.000 claims description 8
- 230000015572 biosynthetic process Effects 0.000 claims description 7
- 239000004033 plastic Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 239000011888 foil Substances 0.000 claims description 3
- 239000004746 geotextile Substances 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 claims description 2
- 238000005520 cutting process Methods 0.000 claims description 2
- 230000007613 environmental effect Effects 0.000 claims description 2
- 238000003801 milling Methods 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 239000002990 reinforced plastic Substances 0.000 claims description 2
- 239000004753 textile Substances 0.000 claims description 2
- 230000001960 triggered effect Effects 0.000 claims description 2
- 239000002023 wood Substances 0.000 claims description 2
- 230000003313 weakening effect Effects 0.000 description 10
- 230000005540 biological transmission Effects 0.000 description 4
- 238000005336 cracking Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000002528 anti-freeze Effects 0.000 description 3
- 241001669679 Eleotris Species 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000000806 elastomer Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000006223 plastic coating Substances 0.000 description 1
- 238000004382 potting Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- 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
- E01B1/002—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
- E01B31/00—Working rails, sleepers, baseplates, or the like, in or on the line; Machines, tools, or auxiliary devices specially designed therefor
- E01B31/02—Working rail or other metal track components on the spot
- E01B31/04—Sectioning or slitting, e.g. by sawing, shearing, flame-cutting
-
- 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
- E01B2204/05—Use of geotextiles
Definitions
- the invention relates to a concrete carriageway for rail vehicles with embedded in a carriageway plate single or multi-block sleepers.
- Concrete tracks are mostly used on railroad tracks that are designed for high and very high speeds. Instead of the conventional ballast bed a concrete slab is provided in concrete carriageways, in which the single or multi-block sleepers are embedded.
- the invention is therefore based on the problem to provide an improved concrete carriageway, in which the occurrence of wild cracks is avoided.
- the carriageway plate arranged transversely to the direction of cross-sectional weakening to generate cracks and each having at least one region of the weakened cross-section on both sides cross-body transmitting body.
- the cross-sectional weakenings may be formed as grooves or joints or notches provided in the carriageway plate. These areas of weakened cross-section can be produced for example by cutting or milling by the grooves and the like are subsequently introduced into the deck slab.
- the cross-sectional weakenings can be or are sealed against environmental influences, in particular against penetrating moisture. In this way, damage caused by water penetration is effectively prevented.
- the concrete roadway according to the invention can be designed so that the crack formation can be triggered by temperature fluctuations or temperature gradients in different areas of the concrete carriageway or by the shrinkage of the concrete. With such a designed concrete carriageway, the cracks are generated automatically by physical influences, accordingly eliminating the subsequent manual or mechanical generation of cracks.
- the cross-sectional weakenings are formed as embedded in the carriageway plate body.
- These bodies can be embedded in concrete during the production of the roadway slab.
- the embedded body or bodies have the property of interrupting the transmission of force between the sections of the roadway panel adjoining the body and serve as predetermined breaking points which cause cracking, for example due to a temperature difference or by another trigger.
- a body embedded in the roadway panel can be removed after the generation of the cross-sectional weakening. This variant is useful if the embedded body is located on the surface of the roadway slab.
- the embedded body may be rod-shaped and have a rectangular or wedge-shaped or sword-shaped profile.
- the embedded body may be formed flat, preferably as a film or sheet or plate or textile.
- the embedded body or bodies are expediently embedded transversely to the roadway and to the direction of travel and interrupt the concrete carriageway in whole or in part in the transverse direction.
- the following materials for producing the embedded body are used with particular advantage: steel, concrete, wood, plastic.
- the transverse forces transmitting body of the concrete pavement according to the invention are rod-shaped or rod-shaped or formed as a horizontal dowel.
- a particularly good transverse force transmission results when the transverse forces transmitting body are aligned in the direction of travel, ie in the longitudinal direction of the concrete carriageway.
- transverse forces transmitting and spaced pre-assembled body can be used.
- the transverse forces transmitting body can be used before the production of the carriageway plate in an existing example of wire holding device or spaced from each other to fix their position.
- a particularly favorable fastening possibility for the transverse forces transmitting body arises when the body enforce the grid reinforcement of the thresholds or laterally and / or down to protruding portions of the grid reinforcement of the thresholds or other suitable portion of the thresholds are fastened.
- the length of a transverse forces transmitting body can be 400 to 600 mm, preferably 500 mm.
- the diameter of a transverse force transmitting body may be 20 to 35 mm, preferably 25 mm.
- the distance between two built-in lateral forces transmitting bodies may be 200 to 500 mm, preferably 250 to 300 mm.
- a transverse forces transmitting body may consist of steel or plastic or concrete or a combination of these materials, preferably, the body may be made of reinforced concrete or plastic fibers. It is also possible that a transverse forces transmitting body has a coating, in particular a corrosion protection layer or a plastic sheath.
- Another advantage of the concrete carriageway according to the invention is the fact that the carriageway plate has no or at least no continuous longitudinal reinforcement.
- the substructure of the roadway slab of the concrete carriageway according to the invention may comprise a bonded or an unbonded support layer, for example a hydraulically bound support layer, a gravel support layer, an antifreeze layer, a film or a geotextile.
- a hydraulically bound support layer may have on its upper side protruding, serving as a carrier for the transverse forces transmitting body anchoring elements.
- the concrete carriageway can also be superimposed on a plain surface. Furthermore, separating, sliding, elastomer or drainage layers can be placed between the concrete carriageway and the substructure.
- the base course of the concrete carriageway in particular a hydraulically bonded base course, may have cross-sectional weakenings, in particular grooves or joints or notches, arranged transversely to the direction of travel.
- the concrete carriageway and the substructure can be connected or connected to one another via friction, cams, elements transmitting transverse force, in particular dowels, or via a connection reinforcement.
- Fig. 1 is a perspective view of a trained as a solid lane 1 concrete carriageway.
- the fixed carriageway 1 comprises a carriageway plate 2, which in the illustrated embodiment has a height of about 350 mm.
- the carriageway panel 2 are cut at regular intervals as cross-sectional weakening transverse to the direction of grooves 5 with a defined depth and width.
- these grooves Upon the occurrence of temperature variations, temperature gradients and / or due to the shrinkage of the concrete, these grooves cause a controlled cracking, so that the grooves 5 introduced on the surface of the roadway slab 2 completely break through. In this way, the formation of free cracks on the carriageway panel 2 is avoided.
- Fig. 1 is a perspective view of a trained as a solid lane 1 concrete carriageway.
- the fixed carriageway 1 comprises a carriageway plate 2, which in the illustrated embodiment has a height of about 350 mm.
- In the carriageway panel 2 are cut at regular intervals as cross-sectional weakening transverse to the direction of grooves
- horizontal dowel 6 as transverse forces transmitting body embedded in the carriageway panel 2.
- the horizontal dowels 6 are arranged approximately symmetrically with respect to the respective groove 5, so that approximately half the length of a horizontal dowel 6 is located in one section of the carriageway slab 2 and the other half in the adjacent section of the slab track 2.
- the horizontal dowels 6 ensure the transmission of the transverse forces between the individual, separated by the torn groove 5 sections of the carriageway panel second
- a horizontal dowel has a length of 500 mm, the diameter is 25 mm, the dowels 6 are installed at a distance of 250 mm. As corrosion protection, each horizontal dowel 6 has a plastic coating. From these sizes, however, can be deviated depending on the requirements.
- the horizontal dowels 6 are each inserted into the lattice structure 7 of a bi-block sleeper 3. Because of the existing grating structures 7 can on an additional reinforcement of the fixed Lane 1 are omitted in the transverse direction. Furthermore, due to the existing horizontal dowels 6 can be dispensed with an additional or separate longitudinal reinforcement of the fixed track 1 or it can be considerably reduced. However, it may be useful in special applications, in addition to the horizontal dowels 6 at least partially provide a longitudinal reinforcement in the fixed lane 1. By using the horizontal dowels 6, there is the further advantage that it is possible to dispense with a grounding of the horizontal dowels 6 serving as a longitudinal reinforcement, or that these can be greatly simplified.
- the carriageway plate 2 is constructed on a Schottertrag für 8.
- the deck slab may also be constructed on an antifreeze layer, a foil, a geotextile, a hydraulically bonded support layer on a concrete slab or other bonded support layer.
- Fig. 2 shows a second embodiment of the fixed track according to the invention, wherein the same components as in Fig. 1 are provided with the same reference numerals.
- Fig. 1 are embedded in the carriageway plate 2 two-block sleepers 3, which serve to support rails 4.
- the carriageway plate 2 has transverse grooves 5, which are filled with a potting compound.
- dowels 6 are arranged in the direction of travel, which connect the separated by the grooves 5 sections of the carriageway panel 2.
- a hydraulically bonded support layer 9 which has a height of about 300 mm.
- the mineral mixture is bound by hydraulic binders.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Road Paving Structures (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Toys (AREA)
- Railway Tracks (AREA)
- Sewage (AREA)
Claims (26)
- Voie en béton pour véhicules ferroviaires, comportant des traverses monoblocs ou multiblocs, incorporées dans une dalle de voie, caractérisée en ce que la dalle de voie (2) comporte des affaiblissements en section transversale, agencés transversalement à la direction de circulation et destinés à la formation de fissures, et respectivement au moins un corps transmettant des forces transversales, recouvrant des deux côtés la zone à section affaiblie.
- Voie en béton selon la revendication 1, caractérisée en ce que les affaiblissements en section transversale sont réalisés sous la forme de rainures (5) ou fentes ou encoches, ménagées dans la dalle de voie.
- Voie en béton selon la revendication 2, caractérisée en ce que les rainures (5) ou fentes ou encoches peuvent être réalisées par un procédé de découpe ou de fraisage.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que les affaiblissements en section transversale peuvent être ou sont étanchés contre les influences ambiantes, en particulier contre la pénétration de l'humidité.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que la fissuration peut être déclenchée par des variations de la température ou des gradients de température ou par le retrait du béton.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que les affaiblissements en section transversale sont réalisés sous la forme de corps incorporés dans la dalle de voie.
- Voie en béton selon la revendication 6, caractérisée en ce qu'un corps incorporé dans la dalle de voie peut être retiré après la réalisation de l'affaiblissement en section transversale.
- Voie en béton selon la revendication 6 ou 7, caractérisée en ce que le corps incorporé est réalisé en forme de barre et a un profil rectangulaire ou en forme de clavette ou ensiforme.
- Voie en béton selon la revendication 6 ou 7, caractérisée en ce que le corps incorporé est réalisé plat, de préférence sous la forme d'un film ou d'une tôle ou d'une plaque ou d'un textile.
- Voie en béton selon l'une quelconque des revendications 6 à 9, caractérisée en ce que le corps incorporé est réalisé dans un des matériaux suivants ou dans une combinaison de ceux-ci : acier, béton, bois, matière plastique.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que les corps transmettant les forces transversales sont réalisés en forme de barre ou de tige ou en forme de goujons horizontaux (6).
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que les corps transmettant les forces transversales sont orientés dans la direction de circulation transversalement aux affaiblissements en section transversale.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce qu'elle comporte plusieurs corps transmettant les forces transversales et montés préalablement à distance les uns des autres.
- Voie en béton selon la revendication 13, caractérisée en ce que les corps transmettant les forces transversales peuvent être mis en place avant la réalisation de la dalle de voie dans un dispositif de fixation, réalisé de préférence en fil, en vue de fixer leur position.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que les corps transmettant les forces transversales traversent l'armature en treillis (7) des traverses (3) et peuvent être fixés contre l'armature en treillis (7) saillante latéralement et/ou vers le bas ou contre une autre zone des traverses (3).
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce qu'un corps transmettant les forces transversales a une longueur de 400 à 600 mm, de préférence 500 mm.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce qu'un corps transmettant les forces transversales a un diamètre de 20 à 35 mm, de préférence 25 mm.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que la distance entre deux corps transmettant les forces transversales incorporés est de l'ordre de 200 à 500 mm, de préférence 250 à 300 mm.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce qu'un corps transmettant les forces transversales est réalisé en acier ou en matière plastique ou en béton ou dans une combinaison de ces matériaux ou, de préférence, en béton armé ou en fibres de matière plastique.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce qu'un corps transmettant les forces transversales comporte un revêtement, en particulier une couche anticorrosive ou une enveloppe en matière plastique.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que la dalle de voie (6) ne comporte pas d'armature longitudinale ou du moins pas d'armature longitudinale continue.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce que la structure d'assise de la dalle de la voie (6) comporte une couche de fondation (9) à liant hydraulique, une couche de fondation de ballast, une couche antigel, un film, un géotextile ou une couche de fondation liée.
- Voie en béton selon la revendication 22, caractérisée en ce que la couche de fondation à liant hydraulique est munie sur sa face supérieure d'éléments d'ancrage saillants, formant des supports pour les corps transmettant les forces transversales.
- Voie en béton selon la revendication 22 ou 23, caractérisée en ce que la couche de fondation, en particulier la couche de fondation (9) à liant hydraulique comporte des affaiblissements en section transversale, agencés transversalement à la direction de circulation, en particulier des rainures (10) ou fentes ou encoches.
- Voie en béton selon l'une quelconque des revendications 22 à 24, caractérisée en ce que la voie en béton et la structure d'assise peuvent être reliées ou sont reliées entre elles par frottement, par des aspérités, par des éléments transmettant les forces transversales, en particulier des goujons, ou par une armature de raccordement.
- Voie en béton selon l'une quelconque des revendications précédentes, caractérisée en ce qu'elle peut être mise en place dans la zone d'une aiguille de voie.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL05804987T PL1825059T3 (pl) | 2004-12-16 | 2005-11-26 | Betonowy tor jezdny dla pojazdów szynowych |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004061165A DE102004061165A1 (de) | 2004-12-16 | 2004-12-16 | Betonfahrbahn für Schienenfahrzeuge |
PCT/DE2005/002133 WO2006063550A1 (fr) | 2004-12-16 | 2005-11-26 | Voie en béton pour véhicules sur rails |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1825059A1 EP1825059A1 (fr) | 2007-08-29 |
EP1825059B1 true EP1825059B1 (fr) | 2010-04-28 |
Family
ID=35929615
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05804987A Active EP1825059B1 (fr) | 2004-12-16 | 2005-11-26 | Voie en béton pour véhicules sur rails |
Country Status (25)
Country | Link |
---|---|
US (1) | US8146834B2 (fr) |
EP (1) | EP1825059B1 (fr) |
JP (1) | JP2008524471A (fr) |
KR (2) | KR100969981B1 (fr) |
CN (1) | CN1898442A (fr) |
AR (1) | AR056632A1 (fr) |
AT (1) | ATE466135T1 (fr) |
AU (1) | AU2005316083B2 (fr) |
BR (1) | BRPI0518996A2 (fr) |
CA (1) | CA2589816C (fr) |
DE (2) | DE102004061165A1 (fr) |
ES (1) | ES2344462T3 (fr) |
IL (1) | IL183803A0 (fr) |
MA (1) | MA29150B1 (fr) |
MD (1) | MD20070206A (fr) |
MX (1) | MX2007007043A (fr) |
MY (1) | MY139483A (fr) |
NO (1) | NO20073639L (fr) |
PL (1) | PL1825059T3 (fr) |
PT (1) | PT1825059E (fr) |
RS (1) | RS20100230A (fr) |
RU (1) | RU2353724C1 (fr) |
TW (1) | TWI346167B (fr) |
WO (1) | WO2006063550A1 (fr) |
ZA (1) | ZA200705820B (fr) |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB0604169D0 (en) * | 2006-03-02 | 2006-04-12 | Jay Anthony | Track bed structures |
DE202008006153U1 (de) * | 2008-05-05 | 2008-07-10 | Db Netz Ag | Feste Fahrbahn für schienengebundene Fahrzeuge auf einer Brücke |
WO2012079526A1 (fr) * | 2010-12-17 | 2012-06-21 | 中国铁道科学研究院铁道建筑研究所 | Dalle de voie en béton précontraint d'une voie à dalle sans ballast |
US9689116B2 (en) * | 2011-04-05 | 2017-06-27 | Newstyle Nominees Pty Ltd. | Rail track sleeper support |
EP2740842B1 (fr) * | 2012-12-07 | 2017-09-27 | Sonneville AG | Procédé de transformation d'une voie ballastée dans une voie de circulation fixe |
CN104452502B (zh) * | 2014-12-15 | 2016-06-29 | 中铁第四勘察设计院集团有限公司 | 整治无砟轨道端刺水平变形病害的施工方法 |
CN104674627B (zh) * | 2015-02-13 | 2016-08-17 | 南通大学 | 一种预防旧水泥路面加铺沥青反射裂缝的接缝构造方法 |
CN105421159A (zh) * | 2015-12-22 | 2016-03-23 | 中铁二院工程集团有限责任公司 | 板式无砟轨道 |
CN105887582B (zh) * | 2016-04-28 | 2017-05-31 | 中国科学院寒区旱区环境与工程研究所 | 无砟轨道道床结构及无砟轨道 |
JP6517176B2 (ja) * | 2016-09-20 | 2019-05-22 | 神東塗料株式会社 | スラブ式軌道の補修方法およびそれに用いる回転切削工具 |
GB201714867D0 (en) * | 2017-09-15 | 2017-11-01 | Tensar Tech Ltd | Geoengineering constructions for use in railways |
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GB2185046A (en) * | 1985-11-29 | 1987-07-08 | Square Grip Ltd | Concrete reinforcing elements allowing for relative movement between concrete and element |
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JPH0415762Y2 (fr) * | 1987-05-23 | 1992-04-09 | ||
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JPH0788643B2 (ja) * | 1990-05-02 | 1995-09-27 | 積水樹脂株式会社 | カラー化粧舗装工法 |
JPH0827702A (ja) * | 1994-07-14 | 1996-01-30 | Bridgestone Corp | 軌道用フローティングスラブの型枠構造 |
JPH0827703A (ja) * | 1994-07-14 | 1996-01-30 | Bridgestone Corp | 軌道用フローティングスラブの型枠構造 |
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JP2001182002A (ja) * | 1999-12-24 | 2001-07-03 | Nippon Road Co Ltd:The | 車道用石張り舗装構造 |
JP3360170B2 (ja) * | 1999-12-28 | 2002-12-24 | アオイ化学工業株式会社 | コンクリート舗装用荷重伝達筋の設置方法とその部材 |
JP3951538B2 (ja) * | 2000-01-31 | 2007-08-01 | 北海道旅客鉄道株式会社 | 鉄道線路の分岐器融雪ピット及びその設置工法 |
DE10046479B4 (de) * | 2000-09-20 | 2004-05-27 | Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg | Zweiblockbetonschwelle für feste Schienenfahrbahn |
AT410808B (de) * | 2001-02-09 | 2003-08-25 | Porr Allg Bauges | Schotterloser oberbau für den schienengebundenen verkehr |
DE10138803A1 (de) * | 2001-08-14 | 2003-02-27 | Boegl Max Bauunternehmung Gmbh | Verfahren zum kontinuierlichen Lagern einer Schiene auf einer festen Fahrbahn sowie Justiereinrichtung und feste Fahrbahn |
EP1298251A1 (fr) * | 2001-09-26 | 2003-04-02 | Rhomberg Bau GmbH | Superstructure sans ballast pour voies ferrées et procédé pour sa fabrication |
KR20030030651A (ko) * | 2001-10-12 | 2003-04-18 | 엘지전자 주식회사 | 무선 사용자 인터페이스 장치 |
DE10200852B4 (de) * | 2002-01-11 | 2004-03-18 | Walter-Heilit Verkehrswegebau Gmbh | Vorrichtung zum Vorsehen einer Reihe nebeneinander angeordneter Einbauelemente in einer nicht ausgehärteten Betonlage |
JP2003261901A (ja) * | 2002-03-12 | 2003-09-19 | Japan Railway Construction Public Corp | 直結軌道構造 |
JP4074983B2 (ja) * | 2002-07-31 | 2008-04-16 | アオイテクノサービス株式会社 | コンクリート舗装用補強筋の設置方法 |
JP2004324287A (ja) * | 2003-04-25 | 2004-11-18 | Odakyu Dentetsu Kk | 鋼製橋梁におけるフローティングラダー軌道の敷設構造及び敷設方法 |
KR200330651Y1 (ko) * | 2003-07-14 | 2003-10-17 | 윤종화 | 구조물의 신축이음 장치 |
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