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 PDFInfo
- 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
- Authority
- 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
Links
Classifications
-
- 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
- E01B3/32—Transverse 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
-
- 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
- E01B3/32—Transverse 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
- E01B3/34—Transverse 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Description
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.
10 10
Claims (1)
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)
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 |
-
2014
- 2014-05-20 ES ES201430729A patent/ES2551660B1/en active Active
Patent Citations (6)
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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FG2A | Definitive protection |
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