WO2005124027A1 - Voie ferree a traverses conductrices - Google Patents

Voie ferree a traverses conductrices Download PDF

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Publication number
WO2005124027A1
WO2005124027A1 PCT/AT2005/000192 AT2005000192W WO2005124027A1 WO 2005124027 A1 WO2005124027 A1 WO 2005124027A1 AT 2005000192 W AT2005000192 W AT 2005000192W WO 2005124027 A1 WO2005124027 A1 WO 2005124027A1
Authority
WO
WIPO (PCT)
Prior art keywords
track
covering elements
covering
rails
longitudinal beams
Prior art date
Application number
PCT/AT2005/000192
Other languages
German (de)
English (en)
Other versions
WO2005124027A8 (fr
Inventor
Bernhard Neumann
Original Assignee
Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg.
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 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg. filed Critical Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg.
Priority to EP05747266A priority Critical patent/EP1774102A1/fr
Priority to CA2572224A priority patent/CA2572224C/fr
Priority to AU2005254577A priority patent/AU2005254577B2/en
Priority to JP2007516869A priority patent/JP2008503666A/ja
Publication of WO2005124027A1 publication Critical patent/WO2005124027A1/fr
Publication of WO2005124027A8 publication Critical patent/WO2005124027A8/fr
Priority to TNP2006000400A priority patent/TNSN06400A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04—Pavings for railroad level-crossings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/38—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails
    • 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
    • E01B2204/14—Vegetation on or around railway-tracks

Definitions

  • the invention relates to a track, the rails of which are attached to conductor sleepers, which consist of longitudinal bars arranged under the rails, running in the longitudinal direction of the track, supporting the rails, and transverse bars extending between them, connecting the two longitudinal bars of the conductor sleepers to one another.
  • Tracks, the rails of which are attached to conductor sleepers as mentioned above, offer clear advantages over other superstructures, both in terms of construction and function.
  • the ladder sleepers represent prefabricated stable bodies, which are laid as a whole on a base, which can be a ballast bed or also through another substructure, e.g. a bridge girder can be formed.
  • the longitudinal beams not only have the function of supporting the rails of the track, but can also contribute to absorbing the bending stresses of the rails, not only in the vertical direction, but also in the transverse direction, where it is an advantage compared to rails built with cross sleepers.
  • the crossbars of the conductor sleepers ensure that the track width of the tracks is not impaired even under loads of various types, which can originate both from vehicles that pass through the tracks and their causes, which are attributable to the surroundings. There is also good accessibility to the bedding of the longitudinal beams, which is advantageous for maintenance work, in particular for tamping up a ballast bed.
  • the track covering should be able to be installed in a simple manner, should have a structurally simple structure and should, as far as possible, not exert an adverse influence on the rails of the track or on the substructure thereof, but in To the contrary, largely protect the latter.
  • the track of the type mentioned at the outset is characterized in that the track is provided with a track covering which is formed with plate-shaped covering elements which are supported on the edge zones of the longitudinal beams of the conductor sleepers carrying the rails, which are supported between the rails Covering elements arranged on the track cantileverly bridge the space between the longitudinal beams of the respective conductor sleeper from longitudinal beams to longitudinal beams.
  • the roofing elements which can have a not inconsiderable weight in the event of the formation of traffic areas and are also exposed to heavy loads, transfer these loads directly to the longitudinal beams without impairing the rails and also have no adverse effect on the load-bearing elements, e.g.
  • Covering elements arranged between the rails of the track are supported on both sides on the longitudinal beams of the track, covering elements which are arranged on the outer sides of the track are supported on one side on the longitudinal beams and on the other side on other foundations, which are located outside the track are located.
  • the covering elements can advantageously consist of a composite material which is formed from a particulate aggregate and a binder.
  • the particles forming the aggregate can e.g. natural, granular stone material, such as small-sized gravel, split or sand, or also particles formed by technological processes, e.g.
  • Burnt clay particles or particulate products of chemical processes including glass or similar materials.
  • a binder comes e.g. Ordinary cement, synthetic resin-modified cement, or also a synthetic resin, which can optionally also be mixed with modifying additives.
  • Reinforcement which can be formed from metal bars or fibers, can also be provided in the covering elements.
  • molded parts also come from other materials, e.g. Metals or plastics.
  • the covering elements can also be provided with a stabilizing frame, e.g. from metal profiles or strips or from profiles or strips of another type, e.g. made of fiber-reinforced plastic.
  • a structurally simple design in which the covering elements can be laid in a simple manner and, if necessary, removed again from the track in order to make the substructure of the track accessible, is characterized in that the track covering is formed with covering elements which are located on the underside thereof Support zones, which are adjacent to the rail-side edges of these covering elements, are supported on the upper sides of the longitudinal beams.
  • covers which are to be arranged in the case of tracks running in the form of an arc, in which conductor sleepers which have just been formed are generally laid in the form of a polygon which follows the curve of the track, the rails being fixed in an arcuate manner to these conductor sleepers are. Due to the arcuate shape of the abutment surfaces of the covering elements, these covering elements can be positioned in a simple manner in a position corresponding to the curved shape of the track.
  • a further embodiment which offers the possibility of being able to produce coverings that take account of various requirements without having to use cover elements corresponding to the strength of the case, is characterized in that the track cover is formed with cover elements which are supported on auxiliary beams which in turn are attached the longitudinal beams are supported, being between the Covering elements arranged on the rails of the track are supported on auxiliary supports, which cantileverly bridge the space between the longitudinal beams of the respective conductor sleeper from longitudinal beams to longitudinal beams.
  • the desired load-bearing capacity of the covering can be achieved by selecting the distances in which the auxiliary supports are arranged.
  • roofing is not intended for the formation of traffic areas, but for example for the formation of sound insulation or for the formation of a protective cover.
  • there is a simple manipulation when installing the track covering if it is provided that the auxiliary beams rest on the upper sides of the longitudinal beams.
  • a variant which is favorable in some cases with regard to securing the covering elements against transverse displacement is characterized in that the covering elements with their rail-side edges lie against the rails of the track with the interposition of elastic profiles and are thus held against transverse displacement.
  • the roofing elements lie against the longitudinal beams with the interposition of elastic profiles.
  • the covering elements lie on the auxiliary supports with the interposition of elastic profiles.
  • the auxiliary supports are supported on the longitudinal beams with the interposition of elastic profiles.
  • the partial covering elements of each element pair face up at their mutually facing edges. are supported against each other and in this case, with each partial covering element along the edge facing the other partial covering element of the element pair in question, meandering alternating, successively supporting sections and supporting sections are provided, the supporting sections of the one partial covering element on the supporting sections of the other partial covering element and the support sections of the other partial covering element rest on the supporting sections of the one partial covering element.
  • the support sections are formed by depressions extending from the upper side of the element and extending to the edge facing the respective other partial covering element, and underneath the supporting sections starting from the underside of the element, upward depressions are formed are complementary to the depressions of the support sections.
  • An embodiment which is structurally very simple with regard to the covering elements themselves and which is advantageous when installing the covering elements in the track and in the event of any expansion of the covering elements from the track is characterized in that the covering elements have the shape of a U-profile running transversely to the longitudinal direction of the rail, which is formed from an essentially flat base plate and on its edges, which extend transversely to the longitudinal direction of the rail and project from the base plate, the support of these cover elements is provided by support lugs which are formed by the ends of the flange ribs facing the longitudinal beams.
  • Another embodiment is characterized in that the covering elements have a plate-like base and on the top thereof a layer provided for rooting plants.
  • the vegetation formed on the covering elements can be used to achieve a good reduction in the disruptive noise which arises when the track is driven on.
  • the sound-reducing effect is retained over a long period of time, even under the harsh operating conditions that are usually present in the railway sector, with little maintenance.
  • a dense vegetation covering the entire area of plants can be obtained, and it has been shown that such covering plants provided with vegetation duck have good sound insulation properties.
  • the soundproofing effect is further supported by the fact that the covering elements are supported on the longitudinal beams and the structure-borne noise occurring in the rails is weakened when the transition to the longitudinal beams occurs.
  • Such vegetation can be formed relatively easily by sowing or planting, or can also arise on its own under favorable conditions.
  • Such vegetation can also be cut frequently in order to meet the conditions of rail traffic, with corresponding machines e.g. can drive on the track.
  • Various materials can be used to form the layer intended for rooting plants. So come e.g. in addition to earth, humus and sand, also granular materials such as Clay or stone particles or plastic granules, in question and also foam in plate or particle form.
  • the base of the covering elements Due to the base of the covering elements, there is a clear separation between this layer intended for rooting plants and the track bed, and the vegetation and also the fine material which forms the layer intended for rooting the plants cannot adversely affect the track bed ,
  • the material which forms the layer intended for rooting plants can be applied to already laid base parts of the covering elements, which simplifies the laying since the weight load resulting from the layer intended for rooting plants is eliminated when laying the covering elements. If necessary, the layer intended for rooting plants can also be removed from the track covering if this is considered to be relevant. Due to the constant growth of the vegetation, the sound-insulating properties are regenerated even after disturbing influences.
  • the base of the covering elements is in the form of at least one trough and these troughs are filled with the layer provided for rooting.
  • FIG. 2 shows this track in a section along the line II-II in Fig. 1;> Fig. 3 shows a variant of such a track in an analog manner Fig. 2 in the transverse direction of the track and Fig. 4 shows an embodiment of a track designed according to the invention, in which the covering elements are on auxiliary supports, in a cut made analogously to Fig. 2 in the transverse direction of the track;
  • FIG. 5 shows, again in section, a variant of the embodiment shown in FIG. 4;
  • 6 shows an embodiment of a track designed according to the invention with an arcuate track profile in a top view,
  • FIG. 7 shows this track in section along the line VII-VII in FIG. 6 and
  • FIG. 8 shows a covering element provided for this track in FIG Bottom view;
  • FIG. 9 shows an embodiment of a track designed according to the invention, in which the covering elements have a layer provided on the top for rooting plants, in a cross-section of the track
  • FIG. 10 shows a further embodiment of a track designed according to the invention, in which the covering elements are designed in the form of a trough, which contains a layer provided for rooting plants, in a cut made in the transverse direction of the track
  • 11 and 12 show an embodiment of a track designed according to the invention, in which the covering elements have the shape of a U-profile running transversely to the longitudinal direction of the track, FIG. 11 showing this embodiment in a cross-section of the track and FIG.
  • FIGS. 1 and 2 show an embodiment of a track designed according to the invention, in which the covering elements arranged between the rails of the track are formed in the form of element pairs from hinge-like partial covering elements, with FIG. 13 of this track in the finished state in a direction guided in the transverse direction Section shows; and FIG. 14 shows a view of this track in an unfolded state during the assembly of the partial covering elements.
  • the embodiment of a track 1 designed according to the invention shown in FIGS. 1 and 2 is a track, the rails 2, 3 of which are attached to conductor sleepers 4.
  • the conductor sleepers 4 are formed from longitudinal beams 5, 6 which run in the longitudinal direction 7 of the track and from transverse rods 8 which run in the transverse direction and which connect the two longitudinal beams of the conductor sleepers to one another.
  • the longitudinal beams 5, 6 of the conductor sleepers 4 are mounted on a ballast bed 9, which forms the base of the track. If desired, the base of the track can also be designed in another way, e.g. in the form of supporting beams, which can be part of a bridge or a viaduct or a solid carriageway.
  • the rails 2, 3 are with rail fastening elements 2a, 3a on the Longitudinal beams 5, 6 of the conductor sleepers 4 are attached.
  • the track 1 is provided with a track covering, which is formed with plate-shaped covering elements 10, 11, the covering elements 10 being arranged between the rails 2, 3 of the track and the covering elements 11 being subsequently arranged on the outside of the rails 2, 3 of the track ,
  • the covering elements 10, 11 are supported on the edge zones 12 of the longitudinal beams 5, 6 of the conductor sleepers 4 located next to the rails 2, 3 and supporting the rails 2, 3.
  • the covering elements 10 arranged between the rails 2, 3 of the track 1 bridge the space 13 located between the longitudinal beams 5, 6 of the respective conductor sleeper 4 from longitudinal beams to longitudinal beams.
  • the covering elements 11 arranged on the outside of the rails 2, 3 are supported on the rail side on the longitudinal beams 5, 6 and on their side facing away from the rails on foundations 14 which are arranged next to the track 1.
  • the objective which is based on the provision of covering elements on the track, one can, as shown in FIG. 1, provide covering elements arranged between the rails of the track and also covering elements arranged on the outside of the rails of the track or only between the rails Arrange rails of the track covering elements, e.g.
  • the covering elements 10 arranged between the rails 2, 3 are, in the embodiment shown in FIGS. 1 and 2, with support zones 16 located on their underside 15, which are adjacent to the rail-side edges 17 of these covering elements, on the edge zones 12 on the upper sides 18 of the longitudinal beams 5, 6 supported.
  • elastic profiles 23 are inserted between the support zones 16 and the upper side 18 of the longitudinal beams 5, 6.
  • these covering elements lie with their rail-side in the embodiment shown in FIGS. 1 and 2 Edges 17 with the interposition of elastic profiles 24 on the rails 2, 3 of the track.
  • FIG. 1 and 2 Edges 17 with the interposition of elastic profiles 24 on the rails 2, 3 of the track.
  • the side surfaces 20 of the longitudinal beams 5, 6 serve to position the covering elements 10 in the transverse direction of the track and to hold them against transverse displacement.
  • the weight loads resulting from the roofing elements 10 themselves and from loads acting on these roofing elements are transferred from the support zones 16 to the edge zones 12 of the longitudinal beams 5, 6.
  • stop surfaces 19 projecting downward from the support zones 16 are provided on the underside 15 of the covering elements 10, which come to rest on the side surfaces 20 of the longitudinal beams 5, 6 and thus hold the covering elements 10 against transverse displacement.
  • the support is carried out on the top 18 of the longitudinal beams 5, 6; in the transverse direction, the auxiliary supports 22 are positioned on the side surfaces 20 of the longitudinal beams 5, 6.
  • Elastic profiles 26 are inserted between the auxiliary beams 22 and the longitudinal beams 5, 6, which, as shown in FIG. 4, can have an angular shape; but instead of such angle profiles, pairs of elastic profiles can also be provided, which are arranged on the one hand on the upper side of the longitudinal beams 5, 6 and on the other hand on the side surface 20 of these longitudinal beams.
  • the auxiliary beams 22 cross the space 13 between the longitudinal beams 5, 6 cantilevered from longitudinal beams to longitudinal beams.
  • the covering elements 10 are in this embodiment with the interposition of elastic profiles 27 on the auxiliary beams 22 and are positioned in the transverse direction and secured against displacement that the rail-side edges 17 of the covering elements 10 lie against the rails 2, 3 of the track with the interposition of elastic profiles 24.
  • the covering elements 10 lie, analogously to the embodiment according to FIG. 4, with the interposition of elastic profiles 27 on auxiliary supports 22 and are in the transverse direction with their rail-side edges 17 with the interposition of elastic profiles 24 on the rails 2, 3 positioned.
  • FIGS. 6 and 7 show in plan view and in section an arched track constructed with conductor sleepers 4.
  • the conductor sleepers 4 have straight longitudinal beams 5, 6, on which the rails 2, 3 of the track are fixed in an arcuate manner with rail fastening elements 2a, 3a. This is possible due to the small length of the longitudinal beams 5, 6 compared to the radius of the track curve.
  • the covering elements 10 are supported with their support zones 16, which are located on the underside 15 of the covering elements 10, on the upper side 18 of the longitudinal beams 5, 6 and with stop surfaces 19 in relation to the side surfaces 20 of the longitudinal beams 5, 6 in the transverse direction positioned.
  • Elastic profiles 25, which are designed as angle profiles, are inserted between the covering elements 10 and the longitudinal beams 5, 6. These angle profiles can be replaced by pairs of flat profiles.
  • the stop faces 19, which project downward from the support zones 16 of the covering elements 10, are curved in the longitudinal direction 7 of the track, the convex side 21 of the respective arc pointing to the respectively adjacent longitudinal beam.
  • FIG. 8 shows a covering element 10, as is provided in the embodiment according to FIGS.
  • FIG. 6 shows a position of the covering elements 10 that is oriented radially to the curve of the track.
  • a cover element 10 is provided, which has a plate-like base 29 and on its top 30 a layer 32 provided for rooting plants 31. This design can significantly reduce the undesirable noise emissions that occur when the track is driven on.
  • the layer 32 provided for rooting the plants 31 is covered with a fleece 33 through which the plants 31 can grow.
  • the layer 32 and also the vegetation 31 are well protected against mechanical influences, such as occur when walking or driving onto the covering elements 10, and against suction effects which result when the track is driven at high speed.
  • the covering elements 10 are supported on the longitudinal beams 5, 6 of the conductor sleepers of the track, elastic profiles 23 being inserted between the support zones 16 located on the underside 15 of the covering elements 10 and the edge zones 12 on the upper side 18 of the longitudinal beams 5, 6 , To position the covering elements 10 in the transverse direction, the rail-side edges 17 rest against the rails 2, 3 with the interposition of elastic profiles 24.
  • the covering elements 10 are provided with a layer 32 provided for rooting plants 31.
  • the base of these covering elements 10 is designed in the form of a trough 34 which is filled with the layer 32 provided for rooting.
  • This trough-shaped design facilitates handling and allows a relatively large rooting volume and good water storage, which promotes plant growth, to be achieved.
  • the covering elements 10 are supported on auxiliary supports 22, which in turn are supported on the longitudinal beams 5, 6 with the interposition of elastic profiles 26.
  • These auxiliary beams 22 are positioned in the transverse direction by the side surfaces 20 of the longitudinal beams 5, 6 and are protected against transverse Shift held.
  • the covering elements 10 are positioned and held in the transverse direction on the auxiliary beams 22 by drain pipes 35 which lead through the auxiliary beams.
  • the covering elements 10 have the shape of a U-profile running transversely to the longitudinal direction 7 of the track, which is formed from a substantially flat base plate 36 and from flange ribs 37 which extend transversely from the base plate 36 protrude from the edges 38 extending along the longitudinal direction 7 of the track.
  • the covering elements 10 are supported with support zones 16 located on their underside 15 with the insertion of elastic profiles 23 on the edge zones 12, which are located on the upper side 18 of the longitudinal beams 5, 6.
  • the covering elements 10 are positioned laterally by support lugs 39, which are formed by the ends of the flange ribs 37 facing the longitudinal beams 5, 6. This results in a structurally simple and easy-to-use design of the covering elements.
  • FIGS. 11 and 12 show an embodiment which makes it very easy to manipulate the installation and removal of the covering elements arranged between the rails of the track.
  • the covering elements arranged between the rails 2, 3 of the track are formed in the form of element pairs 40 from hinge-like partial covering elements 40a, 40b, the geometric hinge axis 41 running parallel to the rails 2, 3. In the installed state, which is shown in section in FIG.
  • the partial covering elements 40a, 40b of each element pair 40 are supported on one another at their mutually facing edges 42a, 42b, a stable cohesion of these two partial covering elements being formed to form a plate-like whole is.
  • a stable cohesion of these two partial covering elements being formed to form a plate-like whole is.
  • the support sections 43a, 43b are formed by depressions extending from the element upper side 45a, 45b, which extend up to the other partial covering element facing, reach edge and there are formed under the support sections 44a, 44b from the element underside 46a, 46b upward depressions which are complementary to the depressions of the support portions. It is also possible, as a variant to the above-mentioned joining of the partial covering elements, which is formed with supporting sections and supporting sections, to connect the partial covering elements in the manner of conventional hinges to an axle or journal.
  • the covering elements 10 which in the embodiment shown in FIGS.
  • FIGS. 13, 14 are assembled from pairs of partial covering elements, are supported on their underside with support zones 16 with the insertion of elastic profiles 23 on the upper sides 18 of the longitudinal beams 5, 6.
  • the covering elements 10 rest with their rail-side edges 17 with the interposition of elastic profiles 24 on the rails 2, 3.
  • the partial covering elements are designed in the form of troughs which are filled with a layer 32 provided for rooting plants 31.
  • the layer 32 is covered with a fleece 33 through which the plants 31 can grow.
  • FIG. 14 symbolizes the vegetation by a geometric pattern.
  • the partial covering elements in the form of ordinary plates when the covering elements are in the form of pairs of elements, which admittedly serve the purposes of assembling the elements discussed above exhibit, but do not wear a layer used to root plants.
  • the partial covering elements in the form of thick-walled plates which have a trough on their upper side for receiving a layer which enables the rooting of plants, analogously to that shown in FIG. 9.
  • FIGS. 1 and 2 covering elements 11 arranged on the outside of the rails of the track were shown.
  • covering elements 11 arranged on the outside of the rails of the track can be provided, which are supported on their one side, which faces the rails, on the longitudinal beams 5, 6 of the conductor sleepers, and on theirs Lay the rails of the side facing away from the track on your own foundations.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Cultivation Of Plants (AREA)

Abstract

L'invention concerne une voie ferrée, dont les rails (2, 3) sont placés sur des traverses conductrices (4), constituées de longerons (5, 6), placés sous les rails (2, 3) et s'étendant dans le sens longitudinal des rails, et de barres transversales (8) s'étendant transversalement aux longerons et reliant les deux longerons (5, 6) de la voie ferrée. Cette voie ferrée présente un garnissage constitué d'éléments de garnissage (10, 11). Ces éléments de garnissage (10, 11) s'appuient sur les zones de bordure (12) des longerons (5, 6), situées à côté des rails (2, 3). Des éléments de garnissage (10), placés entre les rails (2, 3) de la voie ferrée, enjambent l'espace (13) entre les longerons (5, 6) en porte-à-faux.
PCT/AT2005/000192 2004-06-22 2005-06-06 Voie ferree a traverses conductrices WO2005124027A1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
EP05747266A EP1774102A1 (fr) 2004-06-22 2005-06-06 Voie ferree a traverses conductrices
CA2572224A CA2572224C (fr) 2004-06-22 2005-06-06 Voie ferree a traverses conductrices
AU2005254577A AU2005254577B2 (en) 2004-06-22 2005-06-06 Ladder sleeper track
JP2007516869A JP2008503666A (ja) 2004-06-22 2005-06-06 ラダー枕木軌道
TNP2006000400A TNSN06400A1 (en) 2004-06-22 2006-12-04 Ladder sleeper track

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA1053/2004 2004-06-22
AT0105304A AT500911B1 (de) 2004-06-22 2004-06-22 Leiterschwellengleis

Publications (2)

Publication Number Publication Date
WO2005124027A1 true WO2005124027A1 (fr) 2005-12-29
WO2005124027A8 WO2005124027A8 (fr) 2006-05-18

Family

ID=34969205

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AT2005/000192 WO2005124027A1 (fr) 2004-06-22 2005-06-06 Voie ferree a traverses conductrices

Country Status (8)

Country Link
EP (1) EP1774102A1 (fr)
JP (1) JP2008503666A (fr)
AT (1) AT500911B1 (fr)
AU (1) AU2005254577B2 (fr)
CA (1) CA2572224C (fr)
TN (1) TNSN06400A1 (fr)
TW (1) TWI445869B (fr)
WO (1) WO2005124027A1 (fr)

Cited By (4)

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Publication number Priority date Publication date Assignee Title
WO2006084297A1 (fr) * 2005-02-09 2006-08-17 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg. Passage a niveau
WO2007134573A1 (fr) * 2006-05-18 2007-11-29 Thyssenkrupp Gft Gleistechnik Gmbh Procédé de réalisation d'une superstructure de voie pour installations de transbordement
AT507277B1 (de) * 2008-08-26 2011-07-15 Oebb Infrastruktur Bau Ag Als schallschutz einsetzbare elemente
ES2425288R1 (es) * 2011-05-26 2013-10-24 Andaluza De Traviesas S A Modulo de hormigon prefabricado para la formacion de via ferroviaria

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JP4997573B2 (ja) * 2008-05-02 2012-08-08 ジェイアール東日本コンサルタンツ株式会社 軌道敷緑化装置

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FR2743582A1 (fr) * 1996-01-17 1997-07-18 Stradal Sa Platelage forme de modules articules en beton, pour passage a niveau d'une voie ferree
FR2772400A1 (fr) * 1997-12-17 1999-06-18 Basaltine Soc Nouv Procede et dispositif pour le remplissage d'espace entre rails implantes en site urbain
EP1279770A2 (fr) * 2001-07-25 2003-01-29 Patrick Vanhonacker Système de support de rails pour voie ferrée
WO2004007842A1 (fr) * 2002-07-17 2004-01-22 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg Revetement pour voie ferree

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DE19503220A1 (de) * 1994-02-10 1995-08-17 Butzbacher Weichenbau Gmbh System für den schotterlosen Oberbau von Gleisanlagen
AT405426B (de) * 1996-06-11 1999-08-25 Gmundner Fertigteile Gmbh Schienengleiche eindeckung für gleise

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3930498C1 (en) * 1989-09-08 1991-04-11 Otto Frenzel, Bauunternehmen, 3222 Freden, De Plant substrate for railway lines - has U=shaped rigid troughs inserted into track to support substrate
FR2743582A1 (fr) * 1996-01-17 1997-07-18 Stradal Sa Platelage forme de modules articules en beton, pour passage a niveau d'une voie ferree
FR2772400A1 (fr) * 1997-12-17 1999-06-18 Basaltine Soc Nouv Procede et dispositif pour le remplissage d'espace entre rails implantes en site urbain
EP1279770A2 (fr) * 2001-07-25 2003-01-29 Patrick Vanhonacker Système de support de rails pour voie ferrée
WO2004007842A1 (fr) * 2002-07-17 2004-01-22 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg Revetement pour voie ferree

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006084297A1 (fr) * 2005-02-09 2006-08-17 Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg. Passage a niveau
WO2007134573A1 (fr) * 2006-05-18 2007-11-29 Thyssenkrupp Gft Gleistechnik Gmbh Procédé de réalisation d'une superstructure de voie pour installations de transbordement
AT507277B1 (de) * 2008-08-26 2011-07-15 Oebb Infrastruktur Bau Ag Als schallschutz einsetzbare elemente
ES2425288R1 (es) * 2011-05-26 2013-10-24 Andaluza De Traviesas S A Modulo de hormigon prefabricado para la formacion de via ferroviaria

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AU2005254577A1 (en) 2005-12-29
WO2005124027A8 (fr) 2006-05-18
CA2572224A1 (fr) 2005-12-29
AT500911B1 (de) 2006-10-15
TW200602535A (en) 2006-01-16
CA2572224C (fr) 2013-12-10
JP2008503666A (ja) 2008-02-07
EP1774102A1 (fr) 2007-04-18
AT500911A1 (de) 2006-04-15
TNSN06400A1 (en) 2008-02-22
TWI445869B (zh) 2014-07-21
AU2005254577B2 (en) 2010-09-09

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