ES2551660A1 - Crossbeam for metric gauge ballast track and railway (Machine-translation by Google Translate, not legally binding) - Google Patents

Crossbeam for metric gauge ballast track and railway (Machine-translation by Google Translate, not legally binding) Download PDF

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Publication number
ES2551660A1
ES2551660A1 ES201430729A ES201430729A ES2551660A1 ES 2551660 A1 ES2551660 A1 ES 2551660A1 ES 201430729 A ES201430729 A ES 201430729A ES 201430729 A ES201430729 A ES 201430729A ES 2551660 A1 ES2551660 A1 ES 2551660A1
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ES
Spain
Prior art keywords
track
railway
crossbeam
translation
machine
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
ES201430729A
Other languages
Spanish (es)
Other versions
ES2551660B1 (en
Inventor
Francisco FERNÁNDEZ MARTÍNEZ
Francisco FERNÁNDEZ HERNÁNDEZ
Fernando ALONSO GARCÍA
Pamela MUÑOZ SOLER
Marcos Jesús Pantaleón Prieto
Óscar Ramón Ramos Gutiérrez
Ignacio ROBLES URQUIJO
Israel PINTO GRIJUELA
María Laura MONTALBÁN DOMINGO
Clara ZAMORANO MARTÍN
Teresa REAL HERRÁIZ
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.)
Idvia2020 Horizonte 2020 Sl
Agrupacion Cantabra De Construccion E Ingenieria S A
Agrupacion Cantabra De Construccion E Ingenieria Sa
Idvia2020 Horizonte 2020 S L
Sist S Electronicos Y Telecomunicaciones S A
APIA XXI SA
Sistemas Electronicos y Telecomunicaciones SA
Original Assignee
Idvia2020 Horizonte 2020 Sl
Agrupacion Cantabra De Construccion E Ingenieria S A
Agrupacion Cantabra De Construccion E Ingenieria Sa
Idvia2020 Horizonte 2020 S L
Sist S Electronicos Y Telecomunicaciones S A
APIA XXI SA
Sistemas Electronicos y Telecomunicaciones SA
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 Idvia2020 Horizonte 2020 Sl, Agrupacion Cantabra De Construccion E Ingenieria S A, Agrupacion Cantabra De Construccion E Ingenieria Sa, Idvia2020 Horizonte 2020 S L, Sist S Electronicos Y Telecomunicaciones S A, APIA XXI SA, Sistemas Electronicos y Telecomunicaciones SA filed Critical Idvia2020 Horizonte 2020 Sl
Priority to ES201430729A priority Critical patent/ES2551660B1/en
Publication of ES2551660A1 publication Critical patent/ES2551660A1/en
Application granted granted Critical
Publication of ES2551660B1 publication Critical patent/ES2551660B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
    • E01B3/34Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement with pre-tensioned armouring or reinforcement
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/38Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

Crossbeam for ballast track with metric gauge and railway track. The present invention has its application within the industrial sector dedicated to the manufacture of railway tracks and sleepers used in these tracks and, more specifically, the invention relates to a sleeper with application on railway tracks, and specifically, in railroad tracks of metric gauge. The invention provides a sleeper capable of stabilizing the track in all three directions and, in a special way, in the transverse direction, the least studied of the three. Through a screed, the sleeper is able to develop the necessary effort to cope with the instabilities originated in the transverse direction by the actions to which the road is exposed. In a first plane, the invention provides solutions to the transversal dynamics of the track, in a second plane, to the longitudinal dynamics and in a third plane, to the vertical dynamics of the track, to the latter in a less predominant way since it will use elements known in the art. (Machine-translation by Google Translate, not legally binding)

Description

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realización de la traviesa mostrada se corresponde con la realización de la figura 1, de forma que en el extremo distal izquierdo de la traviesa se aprecian los medios de fijación (3) formados por la placa acodada (7), la placa de asiento (6), y un clip elástico (9) el cual refleja una disposición curvada mediante la que abraza al tirafondo. Por su parte, en el extremo distal derecho se aprecian como medios de fijación (3), la placa acodada (7), la placa de asiento (6) y un tirafondo como elemento de fijación (8). The embodiment of the crossbeam shown corresponds to the embodiment of Figure 1, so that the fixing means (3) formed by the angled plate (7), the seat plate (6) are visible at the left distal end of the crossbar. ), and an elastic clip (9) which reflects a curved arrangement by which it hugs the bolt. On the other hand, at the right distal end, the bent plate (7), the seat plate (6) and a screw as a fixing element (8) can be seen as fixing means (3).

Las figuras 3a y 3b muestran vistas esquemáticas de la traviesa, respectivamente, el corte longitudinal de la traviesa y su vista en planta. En ambas figuras se aprecian las hendiduras Figures 3a and 3b show schematic views of the crossbar, respectively, the longitudinal section of the crossbar and its plan view. In both figures the recesses can be seen

(11) practicadas a lo largo de sus extremos distales y que se corresponden a las adaptaciones provistas en la superficie superior de la traviesa con el fin de apoyar sobre ellas los carriles (1) de la vía férrea y de recibir los medios de fijación (3) para el acoplamiento del carril (1) a la traviesa. (11) practiced along its distal ends and that correspond to the adaptations provided on the upper surface of the crossbar in order to support the rails (1) of the railway track and receive the fixing means ( 3) for coupling the rail (1) to the crossbar.

En la figura 4, la invención muestra una de las realizaciones preferentes de la traviesa en las que dicha traviesa dispone de un ensanchamiento (11) transversal de sección rectangular en su centro. Así, la traviesa aumenta la superficie de contacto y mejora su comportamiento en la dinámica transversal y longitudinal de la misma. In Fig. 4, the invention shows one of the preferred embodiments of the crossbar in which said crosspiece has a cross-sectional extension (11) of rectangular section in its center. Thus, the crossbeam increases the contact surface and improves its behavior in its transversal and longitudinal dynamics.

Por último, cabe señalar, que a pesar de que en todas las figuras mostradas los recrecidos Finally, it should be noted that despite the fact that in all the figures shown the new ones

(4) están dispuestos en la superficie inferior del área definida por la traviesa en correspondencia con el carril (1), cada uno de los recrecidos (4) puede disponerse en cualquier posición de cada una de las mitades de la traviesa siempre que dicha posición sea una posición alejada del centro y de los extremos finales de la traviesa. (4) are arranged on the lower surface of the area defined by the crossbar in correspondence with the rail (1), each of the recesses (4) can be arranged in any position of each of the halves of the crossbar provided that said position be a position away from the center and the end ends of the sleeper.

De la misma forma, a pesar de que en todas las figuras se muestran recrecidos (4) de sección rectangular, cualquier otro tipo de sección es posible, siempre y cuando dispongan de una base o longitud l2 suficiente para cumplir la función de soporte, reparto de carga y elemento estabilizador para los que están configurados. In the same way, despite the fact that in all the figures there are recesses (4) of rectangular section, any other type of section is possible, as long as they have a base or length l2 sufficient to fulfill the function of support, distribution of load and stabilizing element for which they are configured.

Finalmente, a la vista de esta descripción y figuras, el experto en la materia podrá entender que la invención ha sido descrita según algunas realizaciones preferentes de la misma, pero que múltiples variaciones pueden ser introducidas en dichas realizaciones preferentes, sin salir del objeto de la invención tal y como ha sido reivindicada. Finally, in view of this description and figures, the person skilled in the art may understand that the invention has been described according to some preferred embodiments thereof, but that multiple variations can be introduced in said preferred embodiments, without departing from the object of the invention as claimed.

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Claims (1)

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ES201430729A 2014-05-20 2014-05-20 Naughty for metric width and railway track ballast Active ES2551660B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES201430729A ES2551660B1 (en) 2014-05-20 2014-05-20 Naughty for metric width and railway track ballast

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES201430729A ES2551660B1 (en) 2014-05-20 2014-05-20 Naughty for metric width and railway track ballast

Publications (2)

Publication Number Publication Date
ES2551660A1 true ES2551660A1 (en) 2015-11-20
ES2551660B1 ES2551660B1 (en) 2016-09-08

Family

ID=54540283

Family Applications (1)

Application Number Title Priority Date Filing Date
ES201430729A Active ES2551660B1 (en) 2014-05-20 2014-05-20 Naughty for metric width and railway track ballast

Country Status (1)

Country Link
ES (1) ES2551660B1 (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1244813A (en) * 1917-01-20 1917-10-30 Davis S Williams Reinforced-concrete rail-tie.
DE4236191A1 (en) * 1992-10-27 1994-05-05 Euka Bauelemente Verkaufsgesel Track assembly for railway - has each sleeper connected to two parallel short sleepers, and with offset fastening points of rails
BG99895A (en) * 1995-09-01 1997-03-31 Atanasov Railway sleeper
BG228Y1 (en) * 1995-09-01 1998-06-30 Атанасов, Светомир А. Prestressed concrete sleeper
JP2012136854A (en) * 2010-12-27 2012-07-19 Railway Technical Research Institute Ballast longitudinal-resistance increasing type ladder sleeper, and track therefor
KR20130022219A (en) * 2011-08-25 2013-03-06 김해곤 T tie for railroad

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1244813A (en) * 1917-01-20 1917-10-30 Davis S Williams Reinforced-concrete rail-tie.
DE4236191A1 (en) * 1992-10-27 1994-05-05 Euka Bauelemente Verkaufsgesel Track assembly for railway - has each sleeper connected to two parallel short sleepers, and with offset fastening points of rails
BG99895A (en) * 1995-09-01 1997-03-31 Atanasov Railway sleeper
BG228Y1 (en) * 1995-09-01 1998-06-30 Атанасов, Светомир А. Prestressed concrete sleeper
JP2012136854A (en) * 2010-12-27 2012-07-19 Railway Technical Research Institute Ballast longitudinal-resistance increasing type ladder sleeper, and track therefor
KR20130022219A (en) * 2011-08-25 2013-03-06 김해곤 T tie for railroad

Also Published As

Publication number Publication date
ES2551660B1 (en) 2016-09-08

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