CN108713080B - Rail fastening device and method for sectional track repair - Google Patents

Rail fastening device and method for sectional track repair Download PDF

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Publication number
CN108713080B
CN108713080B CN201780015862.3A CN201780015862A CN108713080B CN 108713080 B CN108713080 B CN 108713080B CN 201780015862 A CN201780015862 A CN 201780015862A CN 108713080 B CN108713080 B CN 108713080B
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China
Prior art keywords
rail
sleepers
sleeper
connecting member
rail fastening
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CN201780015862.3A
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Chinese (zh)
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CN108713080A (en
Inventor
S·斯道恩贝格尔
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Plasser und Theurer Export Von Bahnbaumaschinen GmbH
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Plasser und Theurer Export Von Bahnbaumaschinen GmbH
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    • 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
    • E01B9/02Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
    • 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
    • E01B9/38Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
    • E01B9/44Fastening the rail on the tie-plate
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/06Transporting, laying, removing or renewing sleepers
    • E01B29/09Transporting, laying, removing or renewing sleepers under, or from under, installed rails
    • E01B29/13Transporting, laying, removing or renewing sleepers under, or from under, installed rails for moving sleepers in a direction parallel to the rails, e.g. for spacing or aligning them
    • 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
    • E01B9/38Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs

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

Abstract

The invention relates to a rail fastening device (2), which rail fastening device (2) connects a rail (3) and a sleeper (1) to one another and comprises a threaded connection (5) for fastening a connecting member (8) to the sleeper (1), which connecting member (8) contacts a rail foot (7) of the rail (3) via a contact element (6). The contact elements (6) of the connecting member (8) are designed as rolling bodies (10), which rolling bodies (10) are rotatable about an axis (9) for rolling on the rail (3) in the longitudinal direction of the rail (3). In this way, a group of sleepers (1) can be temporarily pushed together in a simplified manner to thereby produce a constructional gap for the segmental track repair.

Description

Rail fastening device and method for sectional track repair
Technical Field
The invention relates to a rail fastening arrangement comprising a threaded connection for fastening a connection member to a sleeper, the connection member contacting a rail foot of a rail via a contact element.
The invention also relates to a method for the sectional repair of a track having a rail and sleepers, wherein a group of adjacent sleepers is displaced in the longitudinal direction of the rail such that a construction gap is formed which allows the sleepers to pass through and/or unimpeded ballast cleaning.
Background
From WO 2012095152, a method for segmental repair of a track is known, in which a group of adjacent sleepers is displaced in the longitudinal direction of the rail, so that a construction gap is formed which allows the sleepers to pass through and/or unimpeded ballast cleaning.
Disclosure of Invention
It is an object of the invention to provide a rail fastening arrangement or method of the kind mentioned at the outset, with which the sectional track repair can be simplified.
According to the invention, this object is achieved with a rail fastening arrangement or method of the type specified by the features cited in the characterizing part of the first or second aspect, respectively. According to a first aspect of the invention, a rail fastening device is provided, comprising a threaded connection for fastening a connecting member to a sleeper, the connecting member contacting a rail foot of a rail by means of a contact element, characterized in that the contact element of the connecting member is designed as a rolling body which is rotatable about an axis for rolling on the rail in the longitudinal direction thereof, wherein a clamping device is arranged on the connecting member for establishing a force-locking connection between the connecting member and the rail foot. According to a second aspect of the invention, a method for the segmental restoration of a track having rails and sleepers is provided, wherein a set of adjacent sleepers is displaced in the longitudinal direction of the rail by means of a rail fastening device according to the first aspect such that a construction gap is formed which allows the sleepers to pass through and/or unimpeded ballast cleaning, characterized in that, in order to simplify the displacement of the sleepers relative to both rails, the original rail fastening device is removed and replaced instead with a rail fastening device which can be rolled over the rail in the longitudinal direction of the rail, wherein after the displacement of the sleepers are connected to the rail in a force-locking manner by operation of the clamping device.
Other advantages of the present invention will become apparent from the following aspects. The free end of the connecting member, which is arranged at a position above the rail foot, is arranged centrally between two rolling bodies, which are provided for rolling on the rail foot. The rail fastening devices of a group of sleepers, each associated with one sleeper, are connected to one another by means of a length-adjustable connecting element, wherein the length of the connecting element arranged between adjacent sleepers is configured to correspond to the sleeper distance of the rail. The connecting element is a chain. In order to displace the sleepers again, the sleepers adjacent to the constructional gap are grasped and the sleepers are moved back into their initial position, wherein the rail fastening devices of a group of sleepers, which are each associated with a sleeper, are connected to one another by means of a length-adjustable connecting element, and wherein the adjacent sleepers of the group, which are connected to one another by means of the connecting element, are automatically pulled together into their respective initial position.
Drawings
The invention will be described in more detail hereinafter with reference to an embodiment shown in the drawings.
Fig. 1 shows a view of two rail fastening devices connecting a sleeper to a rail in the longitudinal direction of the rail;
figure 2 shows a top view of two rail fastening arrangements; and
fig. 3 and 4 each show a simplified side view of a track.
Detailed Description
The sleeper 1 visible in fig. 1 and 2 is connected to a rail 3 by means of specially designed rail fastening means 2. For the sake of simplicity, only one rail 3 of the track 4 is shown here. A second rail 3 (not shown) of the track 4 is also connected to the sleeper 1 by two such rail fastening devices 2.
Each rail fastening device 2 comprises a threaded connection 5 for fastening a connection member 8 to the sleeper 1, said connection member 8 contacting the rail foot 7 of the rail 3 via a contact element 6. The contact elements 6 of the connecting member 8 are designed as rolling bodies 10, which rolling bodies 10 are rotatable about an axis 9 for rolling on the rail 3 in the longitudinal direction 11 of the rail. The threaded connector 5 is secured in a hole in the tie 1 which is typically used to secure one of many known rail fasteners.
As can be seen in particular in fig. 2, the free end 12 of the connecting element 8, which is arranged at a position above the rail foot 7, is arranged centrally between two rolling bodies 10, which rolling bodies 10 are provided for rolling on the rail foot 7. At the free end 12 of the connecting member 8, a clamping device 13 is arranged for establishing a force-locking connection between the connecting member 8 and the rail foot 7. The clamping device 13, which is designed here as a screw, for example, can also be configured as an eccentric or the like.
As shown in fig. 3 and 4, the rail fastening devices 2 of a group of adjacent sleepers 1, each associated with one rail 3, are connected to each other by means of a length-adjustable connecting element 14, the connecting element 14 preferably being a chain. The length l of the connecting element 14 arranged between the rail fastening devices 2 of two adjacent sleepers 1 is configured to correspond to the sleeper distance of the rail 4. For example, the connecting element 14 may also optionally be designed to be telescopically extendable.
For the sectional repair of the rail 4, a group of adjacent sleepers 1 is displaced in the longitudinal direction 11 of the rail, so that a constructional gap 15 is formed, which constructional gap 15 allows the sleepers 1 to pass through and/or allows unimpeded ballast cleaning (see fig. 3). In order to simplify the displacement of the sleeper 1 relative to the two rails 3, the original rail fastening device is removed and optionally replaced with the rail fastening device 2 described in fig. 1 and 2. Now, the rail fastening devices 2 together with the associated sleepers 1 can be very easily rolled or displaced by hand on the rail 3 in the longitudinal direction of the rail by the operator to thereby create the constructional gap 15 (see fig. 4) required for track repair. After the sleeper displacement, the sleeper 1 can, if required, be connected to the rail 3 in a force-locking manner by operating the clamping device 13, which is designed as a screw element, in order thereby reliably to prevent any further undesired displacement.
Since only a short time frame is available for track repair due to a more concentrated travel on the track 4, in a possible application cited here by way of example, the sleeper 1 connected to the rail fastening device 2 according to the invention is moved back again into its initial position (see fig. 4) after cleaning of the ballast stored in the construction gap 15. Until the next day, the sleepers 1 are replaced in a further repair phase, wherein, as already mentioned, the required constructional play 15 of the sleeper now passing through is again produced by the displacement of a group of sleepers 1.
For the aforementioned re-displacement of the sleepers 1, it is particularly advantageous if two adjacent sleepers 1 are each coupled by a connecting element 14 (preferably designed as a chain). It is then only necessary to grasp the sleeper 1 adjacent to the constructional gap 15 and move it back into its initial position. Since the rolling resistance is rather low as a result of the rolling bodies 10, said displacement can be performed manually by the operator without any problem. A group of adjacent sleepers 1 connected to each other by means of the connecting elements 14 is automatically pulled into their respective initial positions. Since the length l of each connecting element 14 is adapted to the tie distance, it is ensured that the correct tie distance is likewise automatically achieved with a renewed displacement of the tie 1.

Claims (6)

1. A rail fastening device comprising a threaded connection (5) for fastening a connecting member (8) to a sleeper (1), the connecting member (8) contacting a rail foot (7) of a rail (3) by means of a contact element (6), characterized in that the contact element (6) of the connecting member (8) is designed as a rolling body (10), which rolling body (10) is rotatable about an axis (9) for rolling on the rail (3) in the longitudinal direction of the rail (3), wherein a clamping device (13) is arranged on the connecting member (8), which clamping device (13) is used to establish a force-locking connection between the connecting member (8) and the rail foot (7).
2. A rail fastening device according to claim 1, characterized in that the free end (12) of the connecting member (8) arranged in a position above the rail foot (7) is arranged centrally between two rolling bodies (10), which rolling bodies (10) are arranged for rolling on the rail foot (7).
3. Rail fastening arrangement according to claim 1 or 2, characterized in that the rail fastening arrangements (2) of a group of sleepers (1) which are each associated with one sleeper (1) are connected to one another by means of a length-adjustable connecting element (14), wherein the length l of the connecting element (14) arranged between adjacent sleepers (1) is configured to correspond to the sleeper distance of the rail.
4. A rail fastening apparatus according to claim 3 wherein the connecting element (14) is a chain.
5. A method for sectional repair of a track (4) having rails (3) and sleepers (1), wherein a set of adjacent sleepers (1) is displaced in the longitudinal direction (11) of the rail with a rail fastening arrangement according to claim 1 such that a construction gap (15) is formed, the construction gap (15) allows the sleeper (1) to pass through and/or allows unimpeded ballast cleaning, characterized in that, in order to simplify the displacement of the sleeper (1) relative to the two rails (3), the original rail fastening device (2) is removed, and alternatively replaced by a rail fastening device (2) which can roll on the rail (3) in the longitudinal direction of the rail (3), wherein, after the sleeper (1) is displaced, the sleeper (1) is connected to the rail (3) in a force-locking manner by operation of the clamping device (13).
6. Method according to claim 5, characterized in that for the purpose of relocating the sleepers (1), the sleepers (1) adjacent to the construction gap (15) are grasped and the sleepers (1) are moved back into their initial position, wherein the rail fastening devices (2) of a group of sleepers (1) each associated with one sleeper (1) are connected to one another by means of a length-adjustable connecting element (14), and wherein the group of adjacent sleepers connected to one another by means of the connecting element (14) are automatically pulled together into their respective initial position.
CN201780015862.3A 2016-03-07 2017-02-08 Rail fastening device and method for sectional track repair Active CN108713080B (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ATA119/2016 2016-03-07
ATA119/2016A AT518071B1 (en) 2016-03-07 2016-03-07 Rail fastening means and method for section rehabilitation of a track
PCT/EP2017/000176 WO2017153031A1 (en) 2016-03-07 2017-02-08 Rail fastening means and method for the renovation in sections of a track

Publications (2)

Publication Number Publication Date
CN108713080A CN108713080A (en) 2018-10-26
CN108713080B true CN108713080B (en) 2021-08-24

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CN201780015862.3A Active CN108713080B (en) 2016-03-07 2017-02-08 Rail fastening device and method for sectional track repair

Country Status (6)

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EP (1) EP3426842B1 (en)
JP (1) JP6887437B2 (en)
CN (1) CN108713080B (en)
AT (1) AT518071B1 (en)
ES (1) ES2840001T3 (en)
WO (1) WO2017153031A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111535097B (en) * 2020-05-19 2021-09-14 中国铁路成都局集团有限公司成都工务段 Sleeper shoulder-blocking repairing mold
CN114290259B (en) * 2021-12-24 2023-04-07 武汉大学 Self-adaptive clamp and clamping method for water jet repairing test of different types of steel rails

Citations (3)

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Publication number Priority date Publication date Assignee Title
JPH08302604A (en) * 1995-05-01 1996-11-19 Seiji Hosokawa Rail tumble preventing device
CN103161103A (en) * 2011-12-19 2013-06-19 中铁二局股份有限公司 Sleeper evenly arranging device and evenly arranging construction method used for group-sleeper-type sleeper laying unit
CN103299000A (en) * 2011-01-11 2013-09-11 弗兰茨普拉塞铁路机械工业股份有限公司 Method and vehicle for sectionally replacing old sleepers of a track with new sleepers

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US2875954A (en) * 1956-01-27 1959-03-03 Arthur I Appleton Rail anchor
DE2527494B2 (en) * 1975-06-20 1978-02-23 Schienenbefestigung Kracke, Harald, 2870 Delmenhorst RAIL FASTENING
CN2416132Y (en) * 2000-05-16 2001-01-24 戴树行 Closed touching stabilizer for railroad switch tongue
US6655296B2 (en) * 2001-04-11 2003-12-02 Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. Method of renewing damaged ties of a track
JP4947927B2 (en) * 2005-06-27 2012-06-06 保線機器整備株式会社 Trolley
JP4912050B2 (en) * 2006-06-16 2012-04-04 西日本旅客鉄道株式会社 Antifriction machine
JP4943792B2 (en) * 2006-09-19 2012-05-30 保線機器整備株式会社 Track cart and ladder-type sleeper transport device
JP4911394B2 (en) * 2010-08-05 2012-04-04 高橋 正次 PC sleeper moving cart
ES2398992B1 (en) * 2011-04-14 2014-06-17 Administrador De Infraestructuras Ferroviarias (Adif) RAILWAY RAIL GUIDING PARTS WITHOUT JOINTS IN CURVES DURING THE LONGITUDINAL STRESS RELEASE OPERATION ON THE RAIL.
CN202416096U (en) * 2011-12-19 2012-09-05 中铁二局股份有限公司 Sleeper even laying device of cluster sleeper type track laying machine groups

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08302604A (en) * 1995-05-01 1996-11-19 Seiji Hosokawa Rail tumble preventing device
CN103299000A (en) * 2011-01-11 2013-09-11 弗兰茨普拉塞铁路机械工业股份有限公司 Method and vehicle for sectionally replacing old sleepers of a track with new sleepers
CN103161103A (en) * 2011-12-19 2013-06-19 中铁二局股份有限公司 Sleeper evenly arranging device and evenly arranging construction method used for group-sleeper-type sleeper laying unit

Also Published As

Publication number Publication date
CN108713080A (en) 2018-10-26
EP3426842B1 (en) 2020-11-11
WO2017153031A1 (en) 2017-09-14
ES2840001T3 (en) 2021-07-06
JP2019507836A (en) 2019-03-22
EP3426842A1 (en) 2019-01-16
JP6887437B2 (en) 2021-06-16
AT518071B1 (en) 2017-07-15
AT518071A4 (en) 2017-07-15

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