EP3426842B1 - Verfahren für ein abschnittweises sanieren eines gleises - Google Patents
Verfahren für ein abschnittweises sanieren eines gleises Download PDFInfo
- Publication number
- EP3426842B1 EP3426842B1 EP17703923.7A EP17703923A EP3426842B1 EP 3426842 B1 EP3426842 B1 EP 3426842B1 EP 17703923 A EP17703923 A EP 17703923A EP 3426842 B1 EP3426842 B1 EP 3426842B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- sleepers
- sleeper
- connecting member
- fastening means
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims description 8
- 238000009418 renovation Methods 0.000 title description 5
- 241001669679 Eleotris Species 0.000 claims description 13
- 238000005096 rolling process Methods 0.000 claims description 9
- 238000004140 cleaning Methods 0.000 claims description 5
- 238000006073 displacement reaction Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 claims description 4
- 240000006829 Ficus sundaica Species 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000009419 refurbishment Methods 0.000 description 1
Images
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
Definitions
- the invention relates to a method for a partial renovation of a track having rails, sleepers and original rail fastening means, a group of adjacent sleepers being shifted in a longitudinal direction of the rails in such a way that a gap is created for the implementation of sleepers and / or for unhindered ballast cleaning.
- WO 2012/095152 A1 a method for rehabilitating a track in sections is known, a group of adjacent sleepers being displaced in a longitudinal direction of the rails in such a way that a gap is created for the implementation of sleepers and / or for unhindered ballast cleaning.
- the object of the present invention is to create a method of the type mentioned at the outset with which a simplification of track renovation in sections is possible.
- Fig. 1 a view in a rail longitudinal direction of two rail fastening means connecting a sleeper to a rail
- Fig. 2 a plan view of both rail fasteners
- Fig. 3, 4 each a simplified side view of a track.
- the apparent threshold 1 is connected to a rail 3 by specially designed rail fastening means 2.
- rail fastening means 2 For the sake of simplicity, only one rail 2 of a track 4 is shown here.
- the second rail 2, not shown, of the track 4 is also connected to the sleeper 1 by two such rail fastening means 2.
- Each rail fastening means 2 consists of a screw connection 5 for fastening a connecting member 8, which makes contact with a rail foot 7 of the rail 3 through a contact element 6, on the sleeper 1.
- the contact element 6 of the connecting member 8 is designed as a roller body 10 rotatable about an axis 9 for rolling on the rail 3 in a rail longitudinal direction 11.
- the screw connection 5 is anchored in a bore in the sleeper 1, which is usually used to fasten one of the many known rail fastenings.
- a free end 12 of the connecting link 8 provided for a position above the rail foot 7 is arranged centrally between two rolling elements 10 provided for rolling on the rail foot 7.
- a clamping device 13 for producing a non-positive connection between the connecting link 8 and the rail foot 7.
- the clamping device 13 embodied here as a screw, for example, could also be configured as an eccentric or the like.
- the rail fastening means 2 of a group of adjacent sleepers 1 assigned to each rail 3 are connected to one another by a variable-length connecting element 14, preferably a chain.
- a length I of the connecting element 14 arranged between the rail fastening means 2 of two adjacent sleepers 1 is designed to correspond to a sleeper spacing of the track 4.
- the connecting element 14 could alternatively, for example, also be designed such that it can be extended telescopically.
- a group of adjacent sleepers 1 is shifted in the longitudinal direction 11 of the rails in such a way that a gap 15 is created for the implementation of sleepers 1 and / or for unhindered ballast cleaning (see Fig. Fig. 3 ).
- the original rail fastening means are removed and alternatively replaced by the in Figs. 1 and 2 . described rail fastening means 2 replaced.
- These can now, together with the associated sleeper 1, very easily be unrolled or shifted by hand on the rails 3 in their longitudinal direction in order to create the vacant lot 15 required for the track renovation (see Fig. Fig. 4 ).
- the sleeper 1 can optionally be positively connected to the rails 3 by actuating the clamping device 13 designed as a screw, in order to reliably prevent further, unintentional movement.
- the sleepers 1 connected to the rail fastening means 2 according to the invention - after cleaning the ballast stored in the construction gap 15 - are again moved back to their starting position ( s. Fig. 4 ).
- the sleepers 1 are not renewed until the next day in a further refurbishment phase, whereby - as already mentioned - the gap 15 now required for a sleeper implementation is created by moving a group of sleepers 1.
- a connecting element 14 which is preferably designed as a chain. It is therefore only necessary to grasp the threshold 1 adjoining the construction gap 15 and move it back into its original position. Since the rolling resistance is very low as a result of the rolling elements 10, this shift can easily be carried out manually by a worker.
- the adjacent thresholds 1 of the group connected to one another by the connecting elements 14 are automatically drawn into their respective original position. As a result of the length I of each connecting element 14, which is determined to be a threshold distance, it is ensured that the correct threshold distance is automatically present when the thresholds 1 are shifted back.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA119/2016A AT518071B1 (de) | 2016-03-07 | 2016-03-07 | Schienenbefestigungsmittel und Verfahren für ein abschnittweises Sanieren eines Gleises |
PCT/EP2017/000176 WO2017153031A1 (de) | 2016-03-07 | 2017-02-08 | Schienenbefestigungsmittel und verfahren für ein abschnittweises sanieren eines gleises |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3426842A1 EP3426842A1 (de) | 2019-01-16 |
EP3426842B1 true EP3426842B1 (de) | 2020-11-11 |
Family
ID=57995170
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17703923.7A Active EP3426842B1 (de) | 2016-03-07 | 2017-02-08 | Verfahren für ein abschnittweises sanieren eines gleises |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP3426842B1 (es) |
JP (1) | JP6887437B2 (es) |
CN (1) | CN108713080B (es) |
AT (1) | AT518071B1 (es) |
ES (1) | ES2840001T3 (es) |
WO (1) | WO2017153031A1 (es) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111535097B (zh) * | 2020-05-19 | 2021-09-14 | 中国铁路成都局集团有限公司成都工务段 | 轨枕挡肩修复模具 |
CN114290259B (zh) * | 2021-12-24 | 2023-04-07 | 武汉大学 | 水射流修复不同类型钢轨试验的自适应夹具及夹持方法 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2527494A1 (de) * | 1975-06-20 | 1976-12-23 | Harald Kracke | Schienenbefestigung |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2875954A (en) * | 1956-01-27 | 1959-03-03 | Arthur I Appleton | Rail anchor |
JP2756425B2 (ja) * | 1995-05-01 | 1998-05-25 | 細川 誠二 | レール転倒防止装置 |
CN2416132Y (zh) * | 2000-05-16 | 2001-01-24 | 戴树行 | 道岔尖轨密贴稳定装置 |
US6655296B2 (en) * | 2001-04-11 | 2003-12-02 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft M.B.H. | Method of renewing damaged ties of a track |
JP4947927B2 (ja) * | 2005-06-27 | 2012-06-06 | 保線機器整備株式会社 | 台車 |
JP4912050B2 (ja) * | 2006-06-16 | 2012-04-04 | 西日本旅客鉄道株式会社 | 転てつ減摩器 |
JP4943792B2 (ja) * | 2006-09-19 | 2012-05-30 | 保線機器整備株式会社 | 軌道用台車及びラダー型枕木の運搬装置 |
JP4911394B2 (ja) * | 2010-08-05 | 2012-04-04 | 高橋 正次 | Pc枕木の移動台車 |
AT510423B1 (de) * | 2011-01-11 | 2012-04-15 | Franz Plasser Bahnbaumaschinen-Industriegesellscha | Verfahren und fahrzeug zum abschnittsweisen ersatz von altschwellen eines gleises durch neuschwellen |
ES2398992B1 (es) * | 2011-04-14 | 2014-06-17 | Administrador De Infraestructuras Ferroviarias (Adif) | Piezas de guiado de carriles ferroviarios sin juntas en curvas durante la operación de liberación de tensiones longitudinales en el carril. |
CN202416096U (zh) * | 2011-12-19 | 2012-09-05 | 中铁二局股份有限公司 | 用于群枕式铺轨机组的轨枕匀设装置 |
CN103161103B (zh) * | 2011-12-19 | 2015-05-13 | 中铁二局股份有限公司 | 用于群枕式铺轨机组的轨枕匀设装置及匀设施工方法 |
-
2016
- 2016-03-07 AT ATA119/2016A patent/AT518071B1/de active
-
2017
- 2017-02-08 ES ES17703923T patent/ES2840001T3/es active Active
- 2017-02-08 CN CN201780015862.3A patent/CN108713080B/zh active Active
- 2017-02-08 EP EP17703923.7A patent/EP3426842B1/de active Active
- 2017-02-08 JP JP2018546886A patent/JP6887437B2/ja active Active
- 2017-02-08 WO PCT/EP2017/000176 patent/WO2017153031A1/de active Application Filing
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2527494A1 (de) * | 1975-06-20 | 1976-12-23 | Harald Kracke | Schienenbefestigung |
Also Published As
Publication number | Publication date |
---|---|
CN108713080B (zh) | 2021-08-24 |
WO2017153031A1 (de) | 2017-09-14 |
CN108713080A (zh) | 2018-10-26 |
JP6887437B2 (ja) | 2021-06-16 |
AT518071B1 (de) | 2017-07-15 |
EP3426842A1 (de) | 2019-01-16 |
AT518071A4 (de) | 2017-07-15 |
ES2840001T3 (es) | 2021-07-06 |
JP2019507836A (ja) | 2019-03-22 |
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