WO2018185350A1 - Sistema de fijación de traviesas en una vía en placa - Google Patents
Sistema de fijación de traviesas en una vía en placa Download PDFInfo
- 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
Links
- 241001669679 Eleotris Species 0.000 title claims abstract description 24
- 238000009434 installation Methods 0.000 claims description 32
- 230000014759 maintenance of location Effects 0.000 description 14
- 239000010410 layer Substances 0.000 description 8
- 239000004567 concrete Substances 0.000 description 6
- 239000011229 interlayer Substances 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000013013 elastic material Substances 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 239000000806 elastomer Substances 0.000 description 2
- 230000000717 retained effect Effects 0.000 description 2
- 230000033228 biological regulation Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- 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
- E01B1/007—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with interlocking means to withstand horizontal forces
-
- 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
- E01B3/40—Slabs; 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)
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)
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)
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)
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)
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 |
-
2017
- 2017-03-13 CA CA3056511A patent/CA3056511A1/en active Pending
- 2017-03-13 ES ES17904915T patent/ES2930399T3/es active Active
- 2017-03-13 US US16/494,068 patent/US20200131711A1/en not_active Abandoned
- 2017-03-13 EP EP17904915.0A patent/EP3597823B1/en active Active
- 2017-03-13 AU AU2017408413A patent/AU2017408413A1/en not_active Abandoned
- 2017-03-13 BR BR112019019025A patent/BR112019019025A2/pt unknown
- 2017-03-13 PL PL17904915.0T patent/PL3597823T3/pl unknown
- 2017-03-13 WO PCT/ES2017/070140 patent/WO2018185350A1/es unknown
- 2017-03-13 PT PT179049150T patent/PT3597823T/pt unknown
Patent Citations (7)
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)
Title |
---|
DATABASE DataBase Database accession no. EP - 03012882 - A * |
See also references of EP3597823A4 * |
Cited By (1)
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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