NL2003963C2 - Railway. - Google Patents

Railway. Download PDF

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Publication number
NL2003963C2
NL2003963C2 NL2003963A NL2003963A NL2003963C2 NL 2003963 C2 NL2003963 C2 NL 2003963C2 NL 2003963 A NL2003963 A NL 2003963A NL 2003963 A NL2003963 A NL 2003963A NL 2003963 C2 NL2003963 C2 NL 2003963C2
Authority
NL
Netherlands
Prior art keywords
rail
wedge
sleeper
parts
track
Prior art date
Application number
NL2003963A
Other languages
Dutch (nl)
Inventor
Jozef Aloysius Maria Jansen
Jelte Annee Bos
Original Assignee
Movares Nederland Bv
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 Movares Nederland Bv filed Critical Movares Nederland Bv
Priority to NL2003963A priority Critical patent/NL2003963C2/en
Priority to EP10195229.9A priority patent/EP2339068B1/en
Priority to PL10195229T priority patent/PL2339068T3/en
Priority to DK10195229.9T priority patent/DK2339068T3/en
Application granted granted Critical
Publication of NL2003963C2 publication Critical patent/NL2003963C2/en

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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
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/66Rail fastenings allowing the adjustment of the position of the rails, so far as not included in the preceding groups

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Bridges Or Land Bridges (AREA)

Description

Railway
The invention relates to a railway comprising a first railway part, and a second railway part adjacent to the first railway part, wherein the first- and second railway part are connected through rails that are at least in part at regular 5 places along their longitudinal direction supported by and mounted on sleepers that rest on ballast, and wherein between each rail and anyone sleeper there is an intermediary rail supporting pad to avoid direct contact between the rail and the sleeper.
10 It is a known problem of existing railways that the support of neighbouring or adjacent railway parts may vary depending on the deterioration of the ballast, particularly although not exclusively shortly after establishing a new railway. The problem is however also existent with older railways, and is 15 connected with the deterioration of the supporting structure of the sleepers which may be different for the first railway part and the adjacent second railway part. The problem is particularly prominent when the first railway part rests on ballast, and the second adjacent railway part rests on a more fixed 20 structure such as concrete, as may be the case at a railway crossing. Over time the ballast may become more dense, and this deterioration is promoted by the regularly passing trains, which in turn will result in accelerated densification of the ballast. The ballast getting more dense may even eventually result in 25 that the sleepers will no longer be supported by ballast, but will be hanging from the rail. This is very detrimental to passenger comfort, and may result even in rail failure.
According to the prior art the above pictured problem is resolved by more or less intensive maintenance of the bal-30 last, in the form of repeated deliberate tamping of the ballast and bringing in additional ballast material. This is however at the expense of high costs, whilst practice learns that the results are poor.
It is an object of the invention to address the above 35 mentioned problems and to cut maintenance and maintenance-costs, while improving passenger comfort and reducing the risk of rail failure.
To promote meeting the just-mentioned object the railway of the invention has the features of one or more of the ap- 2 pended claims .
Basically the invention is based on the inventive thought to embody the intermediary rail supporting pad in the form of at least two replaceable filler parts that are placed on 5 top of each other and that together exhibit a thickness in the vertical direction that matches and fills the room or space between the rail and the sleeper so as to cause that the rail is maintained at a pre-established level. This makes it possible to adjust to the room or space that possibly develops over time be-10 tween the rail and the sleeper, whilst the sleeper can remain its support from the underlying structure, notably the ballast.
To keep maintenance effective and simple it is preferred that a first of the two replaceable filler parts is embodied as the conventionally applied sleeper pad that is known 15 per se, and that the second of the two replaceable filler parts is one selected from a group of replaceable filler parts having thicknesses in preselected thickness-groups. Accordingly one can simply select the second of the two replaceable filler parts from the available preselected thickness groups in order to ex-20 actly fill up the room or space that has developed between the rail and the sleeper.
Desirably the filler part that immediately rests on the sleeper has side guides, each guide positioned on an opposite side of the supported rail. These guides are used to clamp the 25 filler part in place and thus secure that with repeated trains passing by this filler part is kept in position.
According to a particularly favourable embodiment of the invention the first and the second of the two replaceable filler parts are each embodied as wedges having matching oblique 30 contacting surfaces, whereby in use the oblique surfaces of the first wedge and the second wedge rest on each other so as to cause that opposed surfaces of the first wedge and the second wedge that contact the rail and the sleeper are substantially horizontal. This makes it easy to adjust for the dimensions of 35 the room or space between the rail and the sleeper, also when these dimensions do not exactly match the available thickness groups of the filler parts.
Preferably then the wedges have in the longitudinal direction of their oblique contacting surface regularly distrib-40 uted depressions so as to arrange that in said longitudinal direction the oblique contacting surface of each wedge is shaped 3 as a series of connected sloping surface-parts. This makes it easy to accommodate for variable dimensions of the room or space between the rail and the sleeper, whilst the cooperating depressions on the contacting surfaces of the abutting wedges provide 5 security against longitudinal movement of these wedges.
A further desirable feature is that the filler parts are made from an elastic material, such as nylon or HDPE, optionally reinforced with glass fibers.
The invention will hereinafter be further elucidated 10 with reference to the appended drawings of an example of a railway of the invention that does not limit the appended claims.
In the drawing: -figure 1 shows a top view of a part of a railway; -figure 2 shows a cross-sectional view of the part of 15 the railway shown in figure 1, looking at part of a sleeper; -figure 3 shows a detailed view of the sleeper and the rail mounted thereon; -figures 4A-C show in top, frontal and side view respectively a first replaceable filler part; and 20 -figures 5A-B show in side and top view respectively a second replaceable filler part.
Whenever in the figures the same reference numerals are applied, these numerals refer to the same parts.
Referring first to figure 1 and figure 2 a part, of a 25 railway 1 is shown, notably a first railway part that in a known manner connects to a second railway part adjacent to the first, railway part, wherein the first- and second railway part are connected through the rails 2 that they have in common.
In an also known manner the rails 2 is at regular-30 places along its longitudinal direction supported by and mounted on sleepers 3 that rest on ballast. According to the prior art between each rail 2 and anyone sleeper 3 there is an intermediary rail supporting pad 4 to avoid direct contact between the rail 2 and the sleeper 3.
35 According to the invention the intermediary rail sup porting pad is embodied in the form of at least two replaceable filler parts -as will be discussed hereinafter- that are placed on top of each other and that together exhibit, a thickness in the vertical direction that matches and fills the room or space 40 9 (see figure 3) between the rail 2 and the sleeper 3 so as to cause that the rail 2 is maintained at a pre-established level.
4
In order to make this possible the rail 2 is mounted on the sleeper 3 by using for instance so-called Winkelführungsplatten or angled guide plates 10 as are shown in figure 3, which while being mounted on each other allow a variable height between the 5 rail 2 and sleeper 3. The angled guide plates 10 and the sleeper 3 have matching protrusions and depressions and are furthermore anchored to the sleeper 3 with cooperating bolts 5 and nuts 6, so that the rails 2 are secured against sideways movement between said angled guide plates 10. Mounting of the rails 2 on 10 the sleeper 3 is completed by clamping plates 7 that are secured by further nuts 8 that are also provided on the bolts 5.
Like already mentioned above in the prior art there is between each rail 2 and anyone sleeper 3 an intermediary rail supporting pad to avoid direct contact between the rail 2 and 15 the sleeper 3, and it is according to a first embodiment of the invention preferred that a first, of the two replaceable filler parts is embodied as such a conventionally applied sleeper pad. According to the invention the second of the two replaceable filler parts is then one which is selected from a group of re-20 placeable filler parts having thicknesses in preselected thickness-groups .
A more preferred embodiment of the invention is however embodied with the features that the first and the second of the two replaceable filler parts are each embodied as wedges 11, 12 25 as shown in figures 4A-C and 5A-B respectively.
Figures 4A-C show in top, frontal and side view respectively a first replaceable filler part embodied as a wedge 11 that is intended to come to rest with its bottom surface 13 on a sleeper 3.
30 Figures 5A-B show in side and top view respectively a second replaceable filler part embodied as a wedge 12, having a side 14 that in use abuts against the underside of the rail 2.
The first wedge 11 and the second wedge 12 respectively have matching oblique contacting surfaces 15, 16 that are in-35 tended in use to rest on each other so as to cause that the then opposed surfaces 13, 14 of the first wedge 11 and the second wedge 12, respectively that in use abut against the rail 2 and the sleeper 3, are substantially horizontal.
Both the figures 4A-C and the figures 5A-B show that 40 the wedges 11, 12 have in the longitudinal direction of their oblique contacting surfaces 15, 16 regularly distributed depres- 5 sions 17, 18 so as to arrange that in said longitudinal direction the oblique contacting surface 15, 16 of each wedge 11, 12 is shaped as a series of connected sloping surface-parts 19, 20. This makes it easy to accommodate for variable dimensions of the 5 room or space 9 between the rail 2 and the sleeper 3, whilst the cooperating depressions on the contacting surfaces 15, 16 of the abutting wedges 11, 12 also secure against longitudinal movement of these wedges.
Figures 4A and 4C show that the wedge 11 or filler part 10 that immediately comes to rest on the sleeper 3 has side guides 21, each guide 21 being in use positioned on an opposite side of the supported rail 2.
It can further be remarked that the wedges 11, 12 or filler parts are preferably made from an elastic material, such as ny-15 Ion or HDPE, optionally reinforced with glass fiber.

Claims (6)

1. Spoorbaan (1) omvattende een eerste spoorbaandeel, en een tweede spoorbaandeel naastliggend aan het eerste spoorbaandeel, waarin het eerste en tweede spoorbaandeel met elkaar verbonden zijn door middel van rails (2) die ten minste ten dele 5 op regelmatige plaatsen langs hun lengterichting ondersteund zijn door en gemonteerd zijn op dwarsliggers (3) die rusten op ballast, en waarin tussen iedere rail (2) en iedere dwarsligger (3) voorzien is in een tussengelegen rail ondersteunend bedding-plaatje voor het vermijden van direct contact, tussen de rail (2) 10 en de dwarsligger (3), met het kenmerk, dat het tussengelegen beddingplaatje is uitgevoerd in de vorm van tenminste twee vervangbare opvuldelen (11, 12) die op elkaar geplaatst zijn, en die tezamen een dikte in de verticale richting bezitten die overeenkomt met, en de ruimte (9) opvult tussen de rail (2) en 15 de dwarsligger (3) teneinde te veroorzaken dat de rail (2) op een voorafbepaalde hoogte blijft.A track (1) comprising a first track section, and a second track section adjacent to the first track section, wherein the first and second track section are connected to each other by means of rails (2) which are at least partly in regular locations along their longitudinal direction are supported by and mounted on sleepers (3) resting on ballast, and in which an intermediate rail supporting bed plate is provided between each rail (2) and each sleeper (3) for avoiding direct contact between the rail (2) 10 and the cross-member (3), characterized in that the intermediate bed plate is in the form of at least two replaceable filling parts (11, 12) which are placed on top of each other and which together have a thickness in the vertical direction which corresponds to and fills the space (9) between the rail (2) and the sleeper (3) to cause the rail (2) to remain at a predetermined height. 2. Spoorbaan volgens conclusie 1, met het kenmerk, dat een eerste van de twee vervangbare opvuldelen is uitgevoerd als het gebruikelijk toegepaste beddingplaatje dat op zichzelf be- 20 kend is, en dat de tweede van de twee vervangbare opvuldelen één is die geselecteerd is uit een groep van vervangbare opvuldelen met dikten in voorafbepaalde diktegroepen.2. Rail track according to claim 1, characterized in that a first of the two replaceable filler parts is designed as the commonly used bedding plate that is known per se, and that the second of the two replaceable filler parts is one selected from a group of replaceable filler parts with thicknesses in predetermined thickness groups. 3. Spoorbaan volgens een der conclusies 1 of 2, met het kenmerk, dat het opvuldeel dat direct rust op de dwarsligger (3) 25 voorzien is van zijgeleiders (21), waarbij iedere zijgeleider gepositioneerd is op een tegenovergelegen zijde van de ondersteunde rail (2).Railway track as claimed in any of the claims 1 or 2, characterized in that the filling part that rests directly on the crossbar (3) is provided with side guides (21), wherein each side guide is positioned on an opposite side of the supported rail ( 2). 4. Spoorbaan volgens een der conclusies 1-3, met het kenmerk, dat de eerste en de tweede van de twee vervangbare op- 30 vuldelen ieder gevormd zijn als wiggen (11, 12) met op elkaar afgestemde schuine contactoppervlakken (15, 16), waarbij tijdens gebruik de schuine oppervlakken (15, 16) van de eerste wig (11) en de tweede wig (12) op elkaar rusten teneinde te veroorzaken dat tegenovergelegen oppervlakken (13, 14) van de eerste wig 35 (11) en de tweede wig (12) die in contact staan met de rail (2) en de dwarsligger (3) in hoofdzaak horizontaal verlopen.4. Rail track as claimed in any of the claims 1-3, characterized in that the first and the second of the two replaceable fill parts are each formed as wedges (11, 12) with mutually aligned oblique contact surfaces (15, 16) wherein, during use, the inclined surfaces (15, 16) of the first wedge (11) and the second wedge (12) rest on each other to cause opposite surfaces (13, 14) of the first wedge 35 (11) and the second wedge (12) which are in contact with the rail (2) and the sleeper (3) run substantially horizontally. 5. Spoorbaan volgens conclusie vier, met het kenmerk, dat de wiggen (11, 12) in de lengterichting van de schuine con - 7 - tactoppervlakken (15, 16) regelmatig verdeelde indeukingen (17, 18) bezitten zodat in genoemde lengterichting de schuine con-tact-oppervlakken (15, 16) van iedere wig (11, 12) uitgevoerd zijn als een serie van verbonden hellende oppervlaktedelen (19, 5 20) .Railroad track according to claim four, characterized in that the wedges (11, 12) have regularly indentations (17, 18) in the longitudinal direction of the oblique contact surfaces (15, 16) so that the oblique longitudinal direction Contact surfaces (15, 16) of each wedge (11, 12) are formed as a series of connected inclined surface parts (19, 5). 6. Spoorbaan volgens een der voorgaande conclusies, met het kenmerk, dat de opvuldelen gemaakt zijn van een elastisch materiaal, zoals nylon of HDPE, naar keuze versterkt met glasfibers .Railroad track according to one of the preceding claims, characterized in that the filling parts are made of an elastic material, such as nylon or HDPE, optionally reinforced with glass fibers.
NL2003963A 2009-12-16 2009-12-16 Railway. NL2003963C2 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
NL2003963A NL2003963C2 (en) 2009-12-16 2009-12-16 Railway.
EP10195229.9A EP2339068B1 (en) 2009-12-16 2010-12-15 Railway
PL10195229T PL2339068T3 (en) 2009-12-16 2010-12-15 Railway
DK10195229.9T DK2339068T3 (en) 2009-12-16 2010-12-15 Skinnevej

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL2003963 2009-12-16
NL2003963A NL2003963C2 (en) 2009-12-16 2009-12-16 Railway.

Publications (1)

Publication Number Publication Date
NL2003963C2 true NL2003963C2 (en) 2011-06-20

Family

ID=42313505

Family Applications (1)

Application Number Title Priority Date Filing Date
NL2003963A NL2003963C2 (en) 2009-12-16 2009-12-16 Railway.

Country Status (4)

Country Link
EP (1) EP2339068B1 (en)
DK (1) DK2339068T3 (en)
NL (1) NL2003963C2 (en)
PL (1) PL2339068T3 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2009217C2 (en) * 2012-07-20 2014-01-23 Movares Nederland Bv Railway.
NL2014640B1 (en) 2015-04-14 2016-12-20 Movares Nederland Bv Railway.

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB123162A (en) * 1918-02-14 1919-02-14 Trent Concrete Ltd Improvements in or relating to Concrete Railway Sleepers.
GB227390A (en) * 1924-08-30 1925-01-15 Eugene Sautreau Improvements in and relating to railway chairs for vignole rails
US1781251A (en) * 1929-06-15 1930-11-11 Bernard J Schwendt Rail support
US2421992A (en) * 1946-03-22 1947-06-10 Charles E Chance Railway rail leveling and anchoring device
FR1588893A (en) * 1968-09-13 1970-03-16
DE1658363A1 (en) * 1951-01-28 1970-10-22 Thiel Dipl Ing Carl Rail fastening device with the possibility of correcting the elevation using compensation plates

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3869086A (en) * 1971-12-22 1975-03-04 Donald T Heaney Adjustable track assembly
DE2351313A1 (en) * 1973-10-12 1975-04-30 Sieke Helmut Railway rail box-type foundation assembly - with hole in side-wall leading to space between base and box unit

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB123162A (en) * 1918-02-14 1919-02-14 Trent Concrete Ltd Improvements in or relating to Concrete Railway Sleepers.
GB227390A (en) * 1924-08-30 1925-01-15 Eugene Sautreau Improvements in and relating to railway chairs for vignole rails
US1781251A (en) * 1929-06-15 1930-11-11 Bernard J Schwendt Rail support
US2421992A (en) * 1946-03-22 1947-06-10 Charles E Chance Railway rail leveling and anchoring device
DE1658363A1 (en) * 1951-01-28 1970-10-22 Thiel Dipl Ing Carl Rail fastening device with the possibility of correcting the elevation using compensation plates
FR1588893A (en) * 1968-09-13 1970-03-16

Also Published As

Publication number Publication date
EP2339068A2 (en) 2011-06-29
EP2339068A3 (en) 2013-07-10
EP2339068B1 (en) 2016-06-29
PL2339068T3 (en) 2017-09-29
DK2339068T3 (en) 2016-09-19

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Effective date: 20190101