CN108713080A - Rail fastening devices and for be segmented repair track method - Google Patents
Rail fastening devices and for be segmented repair track method Download PDFInfo
- Publication number
- CN108713080A CN108713080A CN201780015862.3A CN201780015862A CN108713080A CN 108713080 A CN108713080 A CN 108713080A CN 201780015862 A CN201780015862 A CN 201780015862A CN 108713080 A CN108713080 A CN 108713080A
- Authority
- CN
- China
- Prior art keywords
- rail
- sleeper
- fastening devices
- connecting elements
- rail fastening
- 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
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
- E01B29/06—Transporting, laying, removing or renewing sleepers
- E01B29/09—Transporting, laying, removing or renewing sleepers under, or from under, installed rails
- E01B29/13—Transporting, 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The present invention relates to rail fastening devices (2), rail (3) and sleeper (1) are connected to each other and include the threaded connector (5) for connecting elements (8) to be fastened to sleeper (1) by the rail fastening devices (2), and the connecting elements (8) contacts the rail pedestal (7) of rail (3) by contact element (6).The contact element (6) of connecting elements (8) is designed to rolling element (10), the rolling element (10) can rotate around axis (9), be rolled on rail (3) for the longitudinal direction along rail (3).Thus, it is possible to temporarily one group of sleeper (1) be pushed together in a simplified manner, thus to generate the tectonic gap for segmented tracks reparation.
Description
Technical field
The present invention relates to a kind of rail fastening devices comprising the threaded connection for connecting elements to be fastened to sleeper
Part, the rail pedestal that the connecting elements passes through contact element contacts rail.
The invention further relates to a kind of for being segmented the method for repairing the track with rail and sleeper, wherein by one group of phase
Adjacent sleeper is shifted along the longitudinal direction of rail so that form tectonic gap, the tectonic gap allow sleeper by and/or permit
Perhaps uncrossed ballast cleaning.
Background technology
According to WO 2,012 095 152, it is known that a method of repairing track for being segmented, wherein adjacent by one group
Sleeper is shifted along the longitudinal direction of rail so that form tectonic gap, the tectonic gap allow sleeper by and/or allow not
Interrupted ballast cleaning.
Invention content
The object of the present invention is to provide one kind in that rail fastening devices mentioned in the beginning or method, utilizes this iron
Rail clamp device or method can simplify segmented tracks reparation.
According to the present invention, the type specified using the feature quoted in the characteristic of claim 1 or 5 is passed through respectively
Rail fastening devices or method realize the purpose.
According to dependent claims and description of the drawings, other advantages of the invention become apparent.
Description of the drawings
The embodiment indicated in below with reference to the accompanying drawings is described more fully the present invention.
Fig. 1 shows view of two rail fastening devices along the longitudinal direction of rail that sleeper is connected to rail；
Fig. 2 shows the vertical views of two rail fastening devices；And
Fig. 3 and Fig. 4 each illustrates the simplified side view of track.
Specific implementation mode
Visible sleeper 1 is connected to rail 3 by the rail fastening devices 2 specially designed in fig. 1 and 2.For letter
For the sake of list, a rail 3 of track 4 is illustrated only here.Second 3 (not shown) of rail of track 4 again by two this
The rail fastening devices 2 of sample are connected to sleeper 1.
Each rail fastening devices 2 include the threaded connector 5 for connecting elements 8 to be fastened to sleeper 1, the connection
Component 8 contacts the rail pedestal 7 of rail 3 by contact element 6.The contact element 6 of connecting elements 8 is designed to rolling element 10,
The rolling element 10 can be rotated around axis 9, be rolled on rail 3 for the longitudinal direction 11 along rail.Threaded connector 5 is consolidated
It is scheduled in the hole of sleeper 1, the hole is commonly used in one kind in many known rail fasteners of fastening.
Especially as shown in Figure 2, connecting elements 8 be arranged 7 top position of rail pedestal free end 12 medially
It is arranged between two rolling elements 10, described two rolling elements 10 are arranged for rolling on rail pedestal 7.In connecting elements
The clamping device 13 for establishing force locking connection between connecting elements 8 and rail pedestal 7 is disposed at 8 free end 12.
Clamping device 13- such as being designed to screw element-and can also be configured as eccentric part herein.
As shown in Figure 3 and Figure 4, rail fastening devices 2 of one group of adjacent sleeper 1 associated with a rail 3 respectively
It is connected to each other by the connecting element 14 of adjustable in length, connecting element 14 is preferably chain.It is arranged in two adjacent rails
The length l of connecting element 14 between the rail fastening devices 2 of pillow 1 is configured to correspond to the sleeper distance of track 4.For example,
Connecting element 14 can also be optionally designed to telescopically extend.
For the segmentation reparation of track 4, one group of adjacent sleeper 1 is shifted along the longitudinal direction 11 of rail so that formed
Tectonic gap 15, the tectonic gap 15 allow sleeper 1 by and/or allow uncrossed ballast to clean (referring to Fig. 3).For
Displacement of the simplified sleeper 1 relative to two rails 3, original rail fastening devices are removed, and optionally use Fig. 1 and Fig. 2
Described in rail fastening devices 2 replace.Now, operating personnel can easily make these rail fastening devices with hand
2 and associated sleeper 1 roll or shift on rail 3 along the longitudinal direction of rail together, with thus generate track repair institute
The tectonic gap 15 needed (referring to Fig. 4).After sleeper displacement, if it is desired, screw element can be designed to by operation
1 force locking of sleeper is connected to rail 3 by clamping device 13, to be thus reliably prevented any further undesirable shifting
Position.
Due to only having shorter time range to can be used for track reparation due to the traveling on track 4 is relatively concentrated,
Here in the possible application being cited by example, after cleaning the ballast being stored in tectonic gap 15, by basis
The sleeper 1 that the present invention is connected to rail fastening devices 2 is moved back into its initial position again (referring to Fig. 4).Until second day, into
Sleeper 1 is replaced in the repairing phase of one step, wherein as already mentioned, generated again by the displacement of one group of sleeper 1 existing
Pass through required tectonic gap 15 making sleeper.
For shifting again for the sleeper 1 that is previously mentioned, here it is particularly advantageous that two adjacent sleepers 1 pass through respectively connects member
Part 14 (being preferably designed to be chain) couples.Then, it is only necessary to catch the sleeper adjoined with tectonic gap 15 1 and be moved back to
To its initial position.Since rolling element 10 causes rolling resistance at a fairly low, the displacement can be by operating personnel manually
It executes without any problem.It is each automatically to be moved to them by one group of adjacent sleeper 1 that connecting element 14 is connected to each other
From initial position.Since the length l of each connecting element 14 is matched with sleeper distance, it is ensured that again with sleeper 1
Displacement, automatically also realizes correct sleeper distance.
Claims (7)
1. a kind of rail fastening devices, including it is used to connecting elements (8) being fastened to the threaded connector (5) of sleeper (1), it is described
Connecting elements (8) contacts the rail pedestal (7) of rail (3) by contact element (6), which is characterized in that the connecting elements (8)
The contact element (6) be designed to rolling element (10), the rolling element (10) can rotate around axis (9), for along institute
The longitudinal direction for stating rail (3) rolls on the rail (3).
2. rail fastening devices according to claim 1, which is characterized in that the setting of the connecting elements (8) is described
The free end (12) of rail pedestal (7) top position is centrally disposed between two rolling elements (10), described two rolling elements
(10) it is arranged for rolling on the rail pedestal (7).
3. rail fastening devices according to claim 2, which is characterized in that be disposed with folder on the connecting elements (8)
Tight device (13), the clamping device (13) between the connecting elements (8) and the rail pedestal (7) for establishing power lock
Fixed connection.
4. according to the rail fastening devices described in any one of claim 1,2 and 3, which is characterized in that respectively with a rail
The rail fastening devices (2) of (1) associated one group of sleeper (1) are rested the head on by the connecting element (14) of adjustable in length each other
Connection, the connecting element (14) is preferably chain, wherein being arranged in the connecting element between adjacent sleeper (1)
(14) length l is configured to correspond to the sleeper distance of the track.
5. one kind is for being segmented the method for repairing the track (4) with rail (3) and sleeper (1), wherein wanted using according to right
The rail fastening devices described in 1 are sought, the longitudinal direction (11) by one group of adjacent sleeper (1) along the rail shifts so that shape
At tectonic gap (15), the tectonic gap (15) allow sleeper (1) by and/or allow uncrossed ballast to clean,
It is characterized in that, in order to simplify displacement of the sleeper (1) relative to described two rails (3), by original rail fastening devices (2)
It removes, and optionally with the rail fastening devices that can be rolled on the rail (3) along the longitudinal direction of the rail (3)
(2) it replaces.
6. according to the method described in claim 5, it is characterized in that, after the sleeper (1) displacement, filled by the clamping
The sleeper (1) force locking is connected to the rail (3) by the operation for setting (13).
7. method according to claim 5 or 6, which is characterized in that in order to be shifted again to the sleeper (1), catch
The sleeper (1) is simultaneously moved back into its initial position by the sleeper (1) that adjoins with the tectonic gap (15), wherein passing through institute
This for stating that connecting element (14) is connected to each other organizes adjacent sleeper and is moved to their own initial position automatically together.
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 true CN108713080A (en) | 2018-10-26 |
| CN108713080B CN108713080B (en) | 2021-08-24 |
Family
ID=57995170
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201780015862.3A Active CN108713080B (en) | 2016-03-07 | 2017-02-08 | Rail fastening device and method for sectional track repair |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP3426842B1 (en) |
| JP (1) | JP6887437B2 (en) |
| CN (1) | CN108713080B (en) |
| AT (1) | AT518071B1 (en) |
| ES (1) | ES2840001T3 (en) |
| WO (1) | WO2017153031A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535097A (en) * | 2020-05-19 | 2020-08-14 | 中国铁路成都局集团有限公司成都工务段 | Sleeper shoulder-blocking repairing mold |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08302604A (en) * | 1995-05-01 | 1996-11-19 | Seiji Hosokawa | Rail tumble preventing device |
| CN2416132Y (en) * | 2000-05-16 | 2001-01-24 | 戴树行 | Closed touching stabilizer for railroad switch tongue |
| JP2007332687A (en) * | 2006-06-16 | 2007-12-27 | West Japan Railway Co | Anti-friction device for switch |
| CN102418305A (en) * | 2010-08-05 | 2012-04-18 | 高桥正次 | PC sleeper moving trolley |
| ES2398992A2 (en) * | 2011-04-14 | 2013-03-25 | Administrador De Infraestructuras Ferroviarias (Adif) | Guiding parts of rail rails without seals in curves during the operation of release of length of tensions in the lane. (Machine-translation by Google Translate, not legally binding) |
| 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 |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
| 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 |
-
2016
- 2016-03-07 AT ATA119/2016A patent/AT518071B1/en active
-
2017
- 2017-02-08 EP EP17703923.7A patent/EP3426842B1/en active Active
- 2017-02-08 CN CN201780015862.3A patent/CN108713080B/en active Active
- 2017-02-08 JP JP2018546886A patent/JP6887437B2/en active Active
- 2017-02-08 WO PCT/EP2017/000176 patent/WO2017153031A1/en active Application Filing
- 2017-02-08 ES ES17703923T patent/ES2840001T3/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08302604A (en) * | 1995-05-01 | 1996-11-19 | Seiji Hosokawa | Rail tumble preventing device |
| CN2416132Y (en) * | 2000-05-16 | 2001-01-24 | 戴树行 | Closed touching stabilizer for railroad switch tongue |
| JP2007332687A (en) * | 2006-06-16 | 2007-12-27 | West Japan Railway Co | Anti-friction device for switch |
| CN102418305A (en) * | 2010-08-05 | 2012-04-18 | 高桥正次 | PC sleeper moving trolley |
| 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 |
| ES2398992A2 (en) * | 2011-04-14 | 2013-03-25 | Administrador De Infraestructuras Ferroviarias (Adif) | Guiding parts of rail rails without seals in curves during the operation of release of length of tensions in the lane. (Machine-translation by Google Translate, not legally binding) |
| 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 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535097A (en) * | 2020-05-19 | 2020-08-14 | 中国铁路成都局集团有限公司成都工务段 | Sleeper shoulder-blocking repairing mold |
Also Published As
| Publication number | Publication date |
|---|---|
| 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 |
| CN108713080B (en) | 2021-08-24 |
| JP6887437B2 (en) | 2021-06-16 |
| AT518071B1 (en) | 2017-07-15 |
| AT518071A4 (en) | 2017-07-15 |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |