EP0350597A2 - Dispositif pour la réalisation complexe et l'assise idéale pour chemins de fer à grands panneaux - Google Patents

Dispositif pour la réalisation complexe et l'assise idéale pour chemins de fer à grands panneaux Download PDF

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Publication number
EP0350597A2
EP0350597A2 EP89108985A EP89108985A EP0350597A2 EP 0350597 A2 EP0350597 A2 EP 0350597A2 EP 89108985 A EP89108985 A EP 89108985A EP 89108985 A EP89108985 A EP 89108985A EP 0350597 A2 EP0350597 A2 EP 0350597A2
Authority
EP
European Patent Office
Prior art keywords
bedding
panels
elements
arrangement
track
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.)
Withdrawn
Application number
EP89108985A
Other languages
German (de)
English (en)
Other versions
EP0350597A3 (fr
Inventor
László Dipl.-Ing. Tamás
Zsolt Dipl.-Ing. Papanek
Attila Komáromy
István Dr. Várszegi
Antal Dipl.-Ing. Tápai
József Dipl.-Ing. Kokai
István Dipl.-Ing. Dombi
Jenö Dipl.-Ing. Fülöp
László Farkas
András Dipl.-Ing. Piller
Adrián Dipl.-Ing. Horváth
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.)
BETON-ES VASBETONIPARI MUVEK
BUDAPESTI KOZLEKEDESI VALLALAT
Original Assignee
Beton-Es Vasbetonipari Muvek
BUDAPESTI KOZLEKEDESI VALLALAT
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 Beton-Es Vasbetonipari Muvek, BUDAPESTI KOZLEKEDESI VALLALAT filed Critical Beton-Es Vasbetonipari Muvek
Publication of EP0350597A2 publication Critical patent/EP0350597A2/fr
Publication of EP0350597A3 publication Critical patent/EP0350597A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/005—Making of concrete parts of the track in situ
    • 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
    • E01B1/008—Drainage of track
    • 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
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
    • 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
    • E01B2204/09—Ballastless systems
    • 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
    • E01B2204/10—Making longitudinal or transverse sleepers or slabs in situ or embedding them

Definitions

  • the invention relates to an arrangement for complex training and ideal bedding of railway superstructures with large panels.
  • Such a track arrangement is known in HU-PS 175.446, in which the rail tracks with a groove are designed as such block rails, the cross-sectional shape of which, taking into account the rail foot and the groove, is a rectangular quadrilateral.
  • the track channels have a cross section of symmetrical trapezoidal shape.
  • the one shorter surface of the profiled rubber band rests against the shoulder formed at the foot of the block rail and the one of its longer sides against the side wall of the block rail mentioned, and its other side against the rail groove wall of the cross section of an oblique trapezoidal shaft.
  • the railway body can also be used as a public path, and the construction of the railway can be carried out without deriving the road traffic, Furthermore, the track line correction can be carried out without repeated use of the track plates.
  • the known technical solution has the disadvantage that it does not ensure the correspondingly silent running of the trains, furthermore, the defective phenomenon resulting from experience should be mentioned that the block rail of relatively low stiffness frequently deforms when the panels meet, and that for Can cause the block rail to break.
  • the aim of our invention is to develop such an arrangement for complex training and ideal bedding of railway superstructures with large panels, which does not have the aforementioned disadvantageous properties and by means of which the deformation of the panel ends, their uneven sinking can furthermore be eliminated, furthermore also has two panels containing the rail tracks and an intermediate piece suitable for carrying the public line covered by the central element arranged between the panels and against rainwater is protected.
  • Another objective is to effectively reduce the effects of noise and vibrations to such an extent that the noise of the track body remains below the noise that occurs as the train passes by.
  • the panels are arranged in bedding elements and between the bedding elements mentioned a flexible mortar of appropriately polymer-modified bitumen binding material is inserted, the bedding elements on a layer of asphalt coated with a thick layer of asphalt loose bedding asphalt are arranged, wherein the panels are arranged with a half-length displacement compared to the bedding elements.
  • Ribs are advantageously formed in the vicinity of the two sides of the bedding element parallel to the track axis and a bracket is formed next to at least one of the ribs mentioned.
  • a form-separating film is expediently attached to the bedding elements.
  • the panels are provided with injection bores. It is advisable to iron the construction elements of soft iron material.
  • Placing the large-panel track system in a reinforced concrete bed also has an acoustic and vibration-damping effect.
  • the versatile system of requirements placed against the reinforced concrete track elements does not allow the track elements to be designed in such a way that the emission of the noise would be prevented immediately with the elimination of the radiance. Keeping the radiated noise power at a low value can be ensured by reducing the vibration excitation of the plates.
  • the maintenance of the vibration speed of the reinforced concrete slabs at a low value is due to the underlay and clamping rubber bands used for fastening the rails, and furthermore due to the reinforced concrete bedding trough of large mass, which is closely connected to the track slab from the point of view of vibration, but is connected with a flexible connection layer of great loss ensured.
  • the proposed solution of the track system with block rail prevents the rail elements from vibrating independently due to the flexible bedding of high loss. It's through that Fastening rubber elements and the mass connected from three flexible elements of high loss independent from the point of view of swinging - the last-mentioned is the reinforced concrete trough representing a significant mass - and the vibration-dampening effect of the reinforced concrete trough ensures that only vibrations of relatively low energy are transmitted to the floor .
  • the vibrational energy propagating in the floor and transferred between the reinforced concrete tank and the floor is not independent of the quality of the floor, its specific impedance, but with the solution used, the dynamic load acting on the floor can be ensured in addition to ensuring the perfect quality of the material and finish be kept low.
  • the noise level emitted in the air is also of low value.
  • the noise level is determined by the acoustic energy emitted by the train, the noise level of the train only comes into play after the train has passed, and this remains below the noise that occurs as a result of the train passing by.
  • the adequate level of noise and vibration protection is also ensured within the period of the constant value of the quality.
  • the panel 1 known per se and designed as a reinforced concrete track panel, is arranged in a bedding element 2 of U-cross section.
  • the bedding element 2 lies on the bedding asphalt 8.
  • Flexible mortar 9 is guided between the panel 1 and the bedding element 2, which in the case of the embodiment shown is polymer-modified bitumen.
  • the panel 1 is provided with injection bores 10.
  • a dense asphalt layer 11 is formed under the bedding asphalt 8 for the purpose of adequate support.
  • a shape-separating film 4 is glued to the surface of the bedding element 2.
  • the panels 1 are arranged with a half-length displacement in comparison to the bedding elements 2.
  • the primer element as well as the new reduced-size track element, can also have a statically dimensioned reinforced concrete construction with soft iron insert.
  • the rail is fastened in the large panel system in the previously known manner, that is to say the laying of the block rail on a rubber plate in the trapezoidal trough is fastened on two sides in the longitudinal direction by means of rubber bands.
  • the longitudinal and transverse gaps of the web plate are closed in a conventional manner by pouring out so that the rainwater cannot get under the panels 1.
  • the bedding element 2 was worked out to eliminate the above disadvantages.
  • the bedding element 2 with the panel 1, so to speak, so to speak "in bond” can be achieved that the adjacent ends of the panels 1 can practically not move relative to one another.
  • the filler introduced between the panel 1 and the bedding element 2 and which meets the vibration damping requirements has a good effect on the vibration (and noise) conditions of the web.
  • Another advantage is that the panel 1 and the bedding element 2 can be considered as structurally cooperating elements in the structural calculations, as a result of which it is not absolutely necessary that the bedding element 2 is tensioned, it is sufficient therein to use the soft iron. Taking into account the cooperation of the constructions also enables the reduction of the current dimensions of the panel 1, which at the consumption of large quantities results in significant material savings.
  • the rib 2a of the bedding element 2 serves several purposes: in the case of the most frequent load, the railroad load of the panel 1, the bedding element takes part in the increased load moment in the load transfer; it increases the rigidity of the bedding element 2 when it moves, it receives the flexible mortar 9; it prevents the filler 3 from flowing sideways.
  • the console 2c supports the center panel 6, which enables the management of the given public works cables.
  • the level-adjusting screws 5 are used to install the panels 1 in accordance with the requirements placed on the construction of railways.
  • the position of the panels 1 within the system can also be adjusted with a lifting device, advantageously a hydraulic lifting device.
  • a lifting device advantageously a hydraulic lifting device.
  • the panel 1 is hung on a crossbeam and placed in the planned position.
  • Flexible mortar 9 is injected under the panel 1 placed in the appropriate position.
  • the foils 4 and 7 prevent the panel 1 and the bedding element 2, or the bedding element 2 and the bedding asphalt 8 from sticking together, which also facilitates their lifting.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Laminated Bodies (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
EP89108985A 1988-06-03 1989-05-18 Dispositif pour la réalisation complexe et l'assise idéale pour chemins de fer à grands panneaux Withdrawn EP0350597A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
HU290388 1988-06-03
HU882903A HU207756B (en) 1988-06-03 1988-06-03 Arrangement for forming large-panel railroad permanent ways

Publications (2)

Publication Number Publication Date
EP0350597A2 true EP0350597A2 (fr) 1990-01-17
EP0350597A3 EP0350597A3 (fr) 1990-01-24

Family

ID=10961608

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89108985A Withdrawn EP0350597A3 (fr) 1988-06-03 1989-05-18 Dispositif pour la réalisation complexe et l'assise idéale pour chemins de fer à grands panneaux

Country Status (9)

Country Link
US (1) US5163614A (fr)
EP (1) EP0350597A3 (fr)
JP (1) JPH02120401A (fr)
CZ (1) CZ329989A3 (fr)
DD (1) DD284066A5 (fr)
DK (1) DK237989A (fr)
FI (1) FI892671A (fr)
HU (1) HU207756B (fr)
NO (1) NO892274L (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0555616A2 (fr) * 1991-10-23 1993-08-18 Consorzio Sistemi Di Armamento Chassis supportant préfabriqué pour chemin de fer comprenant des éléments préfabriqués en béton armé et plate-forme préfabriquée en béton armé
FR2731238A1 (fr) * 1995-03-02 1996-09-06 Vagneux Traverses Beton Procede de pose d'une voie ferree et dalle prefabriquee pour la mise en oeuvre de ce procede

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999041065A1 (fr) 1996-03-06 1999-08-19 Compositech, Llc. Articles thermoplastiques fabriques a partir de produits recycles et procede de fabrication correspondant
DE19948003A1 (de) * 1999-10-06 2001-04-12 Boegl Max Bauunternehmung Gmbh Stahlbetonfertigteilplatte
DE102005013736A1 (de) * 2005-03-22 2006-09-28 Max Bögl Bauunternehmung Gmbh & Co.Kg Gleisanlage und Betonplatte einer Festen Fahrbahn
DE102007003351A1 (de) * 2007-01-17 2008-07-24 Max Bögl Bauunternehmung GmbH & Co. KG Feste Fahrbahn mit einem Betonband
BRPI0811571A2 (pt) * 2007-05-11 2014-12-09 Feronia S A Módulo pré-fabricado para fabricação de uma linha férrea, método para a fabricação de um módulo para instalação de uma ferrovia, método para a instalação de uma ferrovia, e ferrovia
DE202008006153U1 (de) * 2008-05-05 2008-07-10 Db Netz Ag Feste Fahrbahn für schienengebundene Fahrzeuge auf einer Brücke
CZ306897B6 (cs) * 2016-01-26 2017-08-30 Jan Eisenreich Železniční nebo tramvajová kolej
WO2017187461A1 (fr) * 2016-04-28 2017-11-02 Wegh Group S.P.A. Rail de dalle, disposé de manière superposée sur une fondation de dalle
JP7255887B2 (ja) * 2020-11-20 2023-04-11 株式会社佐藤工業所 側面弾性材セット治具

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR698805A (fr) * 1930-07-10 1931-02-05 Plateforme rigide et réglable en béton armé pour le support des voies de chemin de fer
FR2093805A5 (fr) * 1970-05-28 1972-01-28 Akustikbyran Ab
FR2174007A1 (fr) * 1972-02-10 1973-10-12 Japan National Railway
DE2347636A1 (de) * 1973-09-21 1975-04-24 Thiele Heinrich Verfahren und vorrichtung zur herstellung von fahrbahnen
DE2901283A1 (de) * 1979-01-13 1980-07-24 Erich Radler Schotterloser oberbau fuer schienengebundene fahrzeuge
FR2528884A1 (fr) * 1982-06-19 1983-12-23 Politechnika Warszawska Voie ferree, notamment pour tramways
US4703890A (en) * 1984-07-27 1987-11-03 I.P.A. S.P.A. Industria Prefabbricati Components for ballast-less railroad lines laid on pre-fabricated reinforced concrete slabs

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US775486A (en) * 1904-06-21 1904-11-22 Johann Guido Wolf Paving block or set for use along the rails of tramways.
US1171441A (en) * 1914-02-27 1916-02-15 Carey Philip Mfg Co Rail-filler.
US1702841A (en) * 1927-02-16 1929-02-19 Ruping Max Roadbed for railways
DE1914712C3 (de) * 1969-03-22 1973-09-27 Stahlwerke Peine-Salzgitter Ag, 3150 Peine Verfahren zum Herstellen eines Eisen bahngleises
US3756507A (en) * 1970-08-06 1973-09-04 Salzgitter Peine Stahlwerke Railroad track bed
US4232823A (en) * 1979-05-07 1980-11-11 Inseco Associates, Inc. Method and apparatus for installation of quench car track for coke oven batteries
DE3144608A1 (de) * 1980-05-22 1983-05-19 Continental Gummi-Werke Ag, 3000 Hannover Verfahren zur herstellung einer schotterbettunterlage und draenageplatte

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR698805A (fr) * 1930-07-10 1931-02-05 Plateforme rigide et réglable en béton armé pour le support des voies de chemin de fer
FR2093805A5 (fr) * 1970-05-28 1972-01-28 Akustikbyran Ab
FR2174007A1 (fr) * 1972-02-10 1973-10-12 Japan National Railway
DE2347636A1 (de) * 1973-09-21 1975-04-24 Thiele Heinrich Verfahren und vorrichtung zur herstellung von fahrbahnen
DE2901283A1 (de) * 1979-01-13 1980-07-24 Erich Radler Schotterloser oberbau fuer schienengebundene fahrzeuge
FR2528884A1 (fr) * 1982-06-19 1983-12-23 Politechnika Warszawska Voie ferree, notamment pour tramways
US4703890A (en) * 1984-07-27 1987-11-03 I.P.A. S.P.A. Industria Prefabbricati Components for ballast-less railroad lines laid on pre-fabricated reinforced concrete slabs

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0555616A2 (fr) * 1991-10-23 1993-08-18 Consorzio Sistemi Di Armamento Chassis supportant préfabriqué pour chemin de fer comprenant des éléments préfabriqués en béton armé et plate-forme préfabriquée en béton armé
EP0555616A3 (en) * 1991-10-23 1993-10-06 Consorzio Sistemi Di Armamento Railroad prefabricated supporting frame-work with reinforced concrete prefabricated elements, and a prefabricated reinforced concrete platform therefor
FR2731238A1 (fr) * 1995-03-02 1996-09-06 Vagneux Traverses Beton Procede de pose d'une voie ferree et dalle prefabriquee pour la mise en oeuvre de ce procede

Also Published As

Publication number Publication date
FI892671A (fi) 1989-12-04
US5163614A (en) 1992-11-17
JPH02120401A (ja) 1990-05-08
CZ329989A3 (en) 1994-01-19
FI892671A0 (fi) 1989-06-01
NO892274L (no) 1989-12-04
NO892274D0 (no) 1989-06-02
HU207756B (en) 1993-05-28
DD284066A5 (de) 1990-10-31
DK237989A (da) 1989-12-04
DK237989D0 (da) 1989-05-16
EP0350597A3 (fr) 1990-01-24

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