WO2018185350A1 - Sistema de fijación de traviesas en una vía en placa - Google Patents

Sistema de fijación de traviesas en una vía en placa Download PDF

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Publication number
WO2018185350A1
WO2018185350A1 PCT/ES2017/070140 ES2017070140W WO2018185350A1 WO 2018185350 A1 WO2018185350 A1 WO 2018185350A1 ES 2017070140 W ES2017070140 W ES 2017070140W WO 2018185350 A1 WO2018185350 A1 WO 2018185350A1
Authority
WO
WIPO (PCT)
Prior art keywords
plate
track
installation position
base plate
fixing device
Prior art date
Application number
PCT/ES2017/070140
Other languages
English (en)
Spanish (es)
French (fr)
Inventor
Faiver Botello Rojas
Jerome OLIVE
David VIAN
Carlos HERMOSILLA CARRASCO
Amador QUINTANA
Francisco Javier MORALES GAMIZ
Original Assignee
Acciona Construcción, S.A.
Systra
Ingeniería Y Economía Del Transporte S.M.E. M.P., S.A.
Centro De Estudios Materiales Y Control De Obra, S.A.
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 Acciona Construcción, S.A., Systra, Ingeniería Y Economía Del Transporte S.M.E. M.P., S.A., Centro De Estudios Materiales Y Control De Obra, S.A. filed Critical Acciona Construcción, S.A.
Priority to EP17904915.0A priority Critical patent/EP3597823B1/en
Priority to PL17904915.0T priority patent/PL3597823T3/pl
Priority to BR112019019025A priority patent/BR112019019025A2/pt
Priority to US16/494,068 priority patent/US20200131711A1/en
Priority to AU2017408413A priority patent/AU2017408413A1/en
Priority to ES17904915T priority patent/ES2930399T3/es
Priority to PT179049150T priority patent/PT3597823T/pt
Priority to CA3056511A priority patent/CA3056511A1/en
Priority to PCT/ES2017/070140 priority patent/WO2018185350A1/es
Publication of WO2018185350A1 publication Critical patent/WO2018185350A1/es

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/007Ballastless track, e.g. concrete slab trackway, or with asphalt layers with interlocking means to withstand horizontal forces
    • 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
    • E01B3/40Slabs; Blocks; Pot sleepers; Fastening tie-rods to them

Definitions

  • the present invention relates to a fixing device of a crossbeam, which serves to seat the rails of a railway track on it, for a track without a ballast.
  • the concrete plate tracks withstand increasing mechanical stresses that derive from the increasing pressure of the axles of the vehicles and the speeds of the same that tend to increase in recent times.
  • the life time of the deformable body must be increased, preventing the concrete sleepers from sliding laterally on the concrete base plate if a too flexible interplate is located under the sleeper.
  • the present invention seeks to solve one or more of the drawbacks set forth above by means of a fixing device of a sleeper body for a plate track as defined in the claims.
  • a fastener device of a sleeper to a base plate of a plate track where an interplate is located between the sleeper body and the base plate according to an overlapping layer configuration; where the sleeper body comprises at least one through hole; the base plate comprises at least one blind hole in which a securing block is recessed; the fixing device is insertable in the through hole to be detachably immobilized by the securing block in the installation position of the plate track; without subjecting the plate to an additional claim to which the plate is subjected when the cross member is placed on the base plate.
  • the block is firmly locked and prevented from moving inside the corresponding blind hole.
  • the fixing device comprises a guide rod for positioning the cross member on the base plate in the installation position of the plate track; and an immobilizer end that mechanically collaborates with the fastener block to fix the cross member in the installation position of the plate track.
  • the rod and end of the fixing device pass through the interplate.
  • the fixing device also comprises a head included in the through hole without protruding from the upper plane of the cross member in the installation position of the plate track.
  • the guide rod is inserted into a sleeve that internally lines the through hole in the position of the plate track.
  • the immobilizer end is threadable on an internal thread of the securing block such as a tightening and retaining nut, in the installation position of the plate track.
  • the inner diameter of the sleeve of the through hole is larger than the diameter of the rod of the fixing device, which allows the through hole to be aligned with the securing block to ensure the focused attack of the force of the fixing device on the fixing block. In this way, the fixing device is requested exclusively in the direction of traction and a twisting thereof is avoided.
  • the head of the fixing device has a diameter substantially equal to the diameter of the sleeve of the through hole, whereby the head is locked and immobilized to make small lateral displacements according to a diameter of the head inside the jacket of the through hole, but allows limited vertical displacements of the shirt with respect to the head and stem of the fixing device in the installation position of the track in license plate.
  • the body of the sleeper comprises at least two through holes arranged in proximity to each free outer side; that is, the sleepers are arranged in a row one after the previous one on the interplate.
  • the through holes may be arranged along an inclined axis with respect to an axis parallel to an edge of a free outer side of the sleeper body; for example, the inclined axis cuts obliquely to two non-contiguous vertices of the sleeper body.
  • the sleeper body comprises at least two rail track retaining means intended for the retention of the rails on the reinforced concrete sleeper body.
  • the retention means are embedded in corresponding emptyings of the cross member from the upper plane to the lower plane thereof.
  • the rail retention means are also aligned in a row.
  • the interplate is made of elastic material such as an elastomer, being arranged between the crossbar and the base plate in a layered or sandwich configuration, so that the cross-sectional body exerts an original claim, function of the weight thereof, and the Fixing arrangement, when fixing the sleeper body on the base plate in the installation position of the track, does not increase the original claim of the sleeper body. That is, the naughty body exerts additional pressure on the original claim to the passage of a train car.
  • the sleeper body describes a sliding vertical movement, limited elastic travel, from a rest position, corresponding to the installation position of the plate track, to a working position, relative to the passage of a train car over the rail tracks, and vice versa. That is to say, the time that the naughty body is in working position is a function of the frequency of trains passing through the railroad.
  • the fixing device provides an elastic, resistant and economical fixation or retention to the sleeper, which requires a small number of parts and whose assembly is simple and precise workmanship without specialization.
  • the fixing arrangement provides an elastic retention whose elasticity is due to both the nature of the interplate and the sliding retention system of the sleeper body in the installation position of the plate track.
  • the sleeper is firmly retained and, at the same time, the elastic retention results.
  • the plate track comprises at least a portion of the base plate, an interplate and at least one sleeper body installed in a configuration in superimposed layers fixed in the installation position of the plate track by means of the fixing device.
  • the plate track comprises parts without movement such as the base plate and the fixing device, and animated parts of reduced amplitude movement such as the interplate and the cross member body.
  • Figure 1 shows in an elevation view a plate track in an overlapping layer configuration, from below upwards, base plate, interplate, sleeper body, rail track
  • figure 2 shows in a profile view a fixing device in the installation position of the plate track
  • figure 3 shows in a perspective view of the plate track where the fixing device has been disassembled to remove the cross member from the installation position of the plate track
  • figure 4 shows in a plan view the plate track in the installation position.
  • a plate path which includes, in an arrangement in vertical or sandwich layers, a base or seat plate 18, bottom layer, an elastic interplate 15, intermediate layer, a crossbeam 13 longitudinally along the longitudinal axis of a rail 19 of the railroad track, and a crossbar fixing device 11, which anchors it to the base plate 18 of the railroad track.
  • the sleeper body 13 comprises at least one through hole 12 lined internally by a jacket.
  • the base plate 18 comprises at least one blind hole 16 in which a securing block 17 is embedded, so that the securing block 17 is firmly locked and prevented from moving inside the blind hole 16.
  • the fixing device 11 is inserted into the sleeve of the through hole 12; the fixing device 11 being detachable in a detachable manner by the securing block 17 in the installation position of the plate track. Therefore, the interplate 15 is not subject to an additional claim in the installation position of the plate track; that is, the interlayer 15 is subjected to an origin claim based on the weight of the body of the cross member 13 when it is arranged above the interlayer 15, which is, in turn, arranged on the base plate 18.
  • the fixing device 11 comprises a guide rod 22 for positioning the crossbar 13 on the base plate 18 in the installation position of the plate track; and an immobilizer end 23 that mechanically collaborates with the securing block 17 to fix the crossbar 13 in the installation position of the plate track.
  • the fixing device 11 also comprises a head 21 included in the through hole 12 without protruding from the upper plane of the crossbar 13 in the installation position of the plate track.
  • the guide rod 22 is insertable into the sleeve that internally lines the through hole 12 in the installation position of the plate track.
  • the immobilizer end 23 is threadable on an internal thread of the securing block 17 such as a tightening and retaining nut, in the installation position of the plate track.
  • the inner diameter of the sleeve of the through hole 12 is larger than the diameter of the guide rod 22, which allows the through hole 12 to be aligned with the securing block 17.
  • the head 21 of the fixing device 11 has a diameter substantially equal to the diameter of the sleeve of the through hole 12, whereby the head 21 is held and immobilized within the sleeve of the through hole 12 in the installation position of the track on plate.
  • the cross member 13 comprises at least two through holes 12 arranged in proximity to each free outer side thereof; that is, the sleepers 13 are arranged in a row one after the previous one on the interplate. Therefore, the right and left outer side of the row are free.
  • the through holes 12 may be arranged along an inclined axis with respect to an axis parallel to an edge of a free outer side of the cross member 13; for example, the inclined axis cuts obliquely to two non-contiguous vertices of the crossbar 13.
  • the crossbar 13 comprises at least two rail track 19 retaining means intended for the retention of the rails 19 on the reinforced concrete crossbar 13.
  • the retaining means are embedded in corresponding drains of the cross member 13 from the upper plane to the lower plane thereof.
  • the track retention means are also aligned in a row.
  • the interplate 15 is made of elastic material such as an elastomer, being arranged between the crossbar 13 and the base plate 18 in a layered or sandwich configuration, so that the crosspiece exerts an original claim, function of the weight thereof and the Fixing arrangement 11, when fixing the crossbar 13 on the base plate 18 in the installation position of the plate track, does not increase the origin claim of the crossbar 13. That is, the crossbar 13 exerts an additional pressure on the origin claim to the passage of a train car. Consequently, the cross member 13 describes a vertical sliding movement from a rest position, corresponding to the installation position of the plate track, to a working position, relative to the passage of a train car on the rail tracks 19, and vice versa. That is, the time that the Naughty 13 is in working position is a function of the frequency of trains passing by rail.
  • the fixing device 11 provides an elastic, resistant and economical fixation or retention to the cross member 13, which requires a small number of parts and whose assembly is simple and precise workmanship without specialization.
  • the fixing arrangement 11 provides an elastic retention whose elasticity is due both to the nature of the interplate 15 and to the sliding retention system of the cross member 13 in the installation position of the plate track.
  • the cross member 13 is firmly retained and, at the same time, the elastic retention results.
  • the plate track comprises at least a portion of the base plate 18, an interplate 15 and at least one crossbar 13 installed in a configuration in overlapping layers fixed in the installation position of the plate track by means of the fixing device 11.
  • the track in plate includes pieces without movement such as the base plate 18 and the fixing device 11, and animated parts of reduced amplitude movement such as the interlayer 15 and the crossbar 13.
  • the regulation of the amplitude of the vertical displacement can be carried out by increasing the thickness or width of the interlayer layer 15.
  • the cross member 13 is laterally removable in case of failure of the base plate seat 18, for example.
  • the longitudinal sleepers are the same, so their interchangeability is guaranteed.
  • the fixing device 11 does not transmit pressure to the body of the cross member 13; being fixedly anchored to the base plate 18.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Connection Of Plates (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Supports For Pipes And Cables (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Clamps And Clips (AREA)
PCT/ES2017/070140 2017-03-13 2017-03-13 Sistema de fijación de traviesas en una vía en placa WO2018185350A1 (es)

Priority Applications (9)

Application Number Priority Date Filing Date Title
EP17904915.0A EP3597823B1 (en) 2017-03-13 2017-03-13 Device for securing a sleeper
PL17904915.0T PL3597823T3 (pl) 2017-03-13 2017-03-13 Urządzenie do mocowania podkładu
BR112019019025A BR112019019025A2 (pt) 2017-03-13 2017-03-13 Dispositivo de fixação de viga
US16/494,068 US20200131711A1 (en) 2017-03-13 2017-03-13 Sleeper fastening system on a ballastless track
AU2017408413A AU2017408413A1 (en) 2017-03-13 2017-03-13 Device for securing a sleeper
ES17904915T ES2930399T3 (es) 2017-03-13 2017-03-13 Dispositivo fijador de traviesa
PT179049150T PT3597823T (pt) 2017-03-13 2017-03-13 Dispositivo para fixar uma travessa
CA3056511A CA3056511A1 (en) 2017-03-13 2017-03-13 Sleeper fastening system on a ballastless track
PCT/ES2017/070140 WO2018185350A1 (es) 2017-03-13 2017-03-13 Sistema de fijación de traviesas en una vía en placa

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/ES2017/070140 WO2018185350A1 (es) 2017-03-13 2017-03-13 Sistema de fijación de traviesas en una vía en placa

Publications (1)

Publication Number Publication Date
WO2018185350A1 true WO2018185350A1 (es) 2018-10-11

Family

ID=63712720

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES2017/070140 WO2018185350A1 (es) 2017-03-13 2017-03-13 Sistema de fijación de traviesas en una vía en placa

Country Status (9)

Country Link
US (1) US20200131711A1 (pt)
EP (1) EP3597823B1 (pt)
AU (1) AU2017408413A1 (pt)
BR (1) BR112019019025A2 (pt)
CA (1) CA3056511A1 (pt)
ES (1) ES2930399T3 (pt)
PL (1) PL3597823T3 (pt)
PT (1) PT3597823T (pt)
WO (1) WO2018185350A1 (pt)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114322755A (zh) * 2021-11-16 2022-04-12 中铁十四局集团房桥有限公司 一种岔枕底模板自动检测装置及检测方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115963008B (zh) * 2023-02-15 2024-05-28 中国铁道科学研究院集团有限公司铁道建筑研究所 一种全生命周期的无砟轨道层状叠合结构混凝土动态性能试验方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2066748T1 (es) * 1993-08-02 1995-03-16 Wayss & Freytag Ag Calzada firme para trafico sobre carriles.
US5435486A (en) * 1993-04-22 1995-07-25 Walter Bau-Aktiengesellschaft Ballast-free permanent rail way having recessed tie with central fastening element
WO1999028556A1 (en) * 1997-12-03 1999-06-10 Mario Ernesto Santini Construction for supporting and holding railway rail bays and making method therefor
EP1380687A1 (de) * 2002-07-09 2004-01-14 Pfleiderer Infrastrukturtechnik GmbH & Co. KG Schwelle mit Dübelstein und Herstellungsverfahren einer festen Fahrbahn
DE10236535A1 (de) * 2002-08-09 2004-03-04 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Verfahren zur Herstellung einer Festen Fahrbahn mit der Traversenmethode auf Brücken und anderen Kunstbauwerken
WO2012111031A1 (en) * 2011-02-14 2012-08-23 Ipa International Rail System Technology S.R.L. Railway structure and assembly method
WO2016129001A1 (en) * 2015-02-10 2016-08-18 Vianini Industria S.P.A. Modular system for the laying of underground and railroad and tram lines

Family Cites Families (4)

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Publication number Priority date Publication date Assignee Title
DE4428706A1 (de) * 1994-08-12 1996-02-15 Heilit & Woerner Bau Ag Gleisrost auf durchgehender Tragplatte und Verfahren zur Verlegung eines Gleisrostes auf durchgehender Tragplatte
ATE145951T1 (de) * 1994-09-24 1996-12-15 Walter Bau Ag Verfahren zum herstellen eines schotterlosen gleisoberbaus und ein nach dem verfahren hergestellter gleisoberbau
DE19514005A1 (de) * 1995-04-13 1996-11-14 Wiebe Hermann Grundstueck Anordnung und ein Verfahren zum Befestigen einer Betonschwelle auf einer Beton- oder Asphalt-Tragplatte
DE19913204B4 (de) * 1999-03-24 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Aufgelagerte feste Fahrbahn mit Schwellenbefestigungsgliedern

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5435486A (en) * 1993-04-22 1995-07-25 Walter Bau-Aktiengesellschaft Ballast-free permanent rail way having recessed tie with central fastening element
ES2066748T1 (es) * 1993-08-02 1995-03-16 Wayss & Freytag Ag Calzada firme para trafico sobre carriles.
WO1999028556A1 (en) * 1997-12-03 1999-06-10 Mario Ernesto Santini Construction for supporting and holding railway rail bays and making method therefor
EP1380687A1 (de) * 2002-07-09 2004-01-14 Pfleiderer Infrastrukturtechnik GmbH & Co. KG Schwelle mit Dübelstein und Herstellungsverfahren einer festen Fahrbahn
DE10236535A1 (de) * 2002-08-09 2004-03-04 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Verfahren zur Herstellung einer Festen Fahrbahn mit der Traversenmethode auf Brücken und anderen Kunstbauwerken
WO2012111031A1 (en) * 2011-02-14 2012-08-23 Ipa International Rail System Technology S.R.L. Railway structure and assembly method
WO2016129001A1 (en) * 2015-02-10 2016-08-18 Vianini Industria S.P.A. Modular system for the laying of underground and railroad and tram lines

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
DATABASE DataBase Database accession no. EP - 03012882 - A *
See also references of EP3597823A4 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114322755A (zh) * 2021-11-16 2022-04-12 中铁十四局集团房桥有限公司 一种岔枕底模板自动检测装置及检测方法

Also Published As

Publication number Publication date
BR112019019025A2 (pt) 2024-01-16
AU2017408413A1 (en) 2019-10-24
EP3597823A1 (en) 2020-01-22
PL3597823T3 (pl) 2022-12-12
EP3597823B1 (en) 2022-08-17
ES2930399T3 (es) 2022-12-12
EP3597823A4 (en) 2020-11-11
CA3056511A1 (en) 2018-10-11
PT3597823T (pt) 2022-11-16
US20200131711A1 (en) 2020-04-30

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