WO2017153031A1 - Moyen de fixation de rail et procédé de rénovation par segments d'une voie ferrée - Google Patents
Moyen de fixation de rail et procédé de rénovation par segments d'une voie ferrée Download PDFInfo
- Publication number
- WO2017153031A1 WO2017153031A1 PCT/EP2017/000176 EP2017000176W WO2017153031A1 WO 2017153031 A1 WO2017153031 A1 WO 2017153031A1 EP 2017000176 W EP2017000176 W EP 2017000176W WO 2017153031 A1 WO2017153031 A1 WO 2017153031A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- rail
- fastening means
- connecting member
- threshold
- track
- Prior art date
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
Definitions
- Rail fastening means and method for a section-wise rehabilitation of a track [01]
- the invention relates to a rail fastening means consisting of a rail
- Screw connection for fastening a contact element by a rail of a rail contacting the connecting member at the threshold.
- the invention also relates to a method for a section-by-section rehabilitation of a track having rails and sleepers, in which a group of adjacent sleepers is displaced in a rail longitudinal direction in such a way that a gap for the passage of sleepers and / or for unobstructed ballast cleaning is created.
- WO 2012 095152 discloses a method for section-by-section rehabilitation of a track, wherein a group of adjacent sleepers is displaced in a rail longitudinal direction in such a way that a gap for the passage of sleepers and / or for unobstructed ballast cleaning is created.
- the object of the present invention is now to provide a
- FIG. 1 shows a view in a rail longitudinal direction of two rail fastening means connecting a rail to a rail
- FIG. 2 shows a plan view of both rail fastening means
- FIGS. 3, 4 each show a simplified side view of a rail.
- Rail fastening means 2 connected to a rail 3.
- the second rail 2 of the track 4 is likewise connected to the threshold 1 by two such rail fastening means 2.
- Each rail fastening means 2 consists of a screw connection 5 for fastening a connecting element 8 contacting a rail foot 7 of the rail 3 by a contact element 6 at the threshold 1e1.
- the contact element 6 of the connecting member 8 is designed as a rotatable about an axis 9 rolling body 10 for rolling on the rail 3 in a rail longitudinal direction 11.
- the screw 5 is anchored in a hole of the threshold 1, which usually serves to fasten one of the many known rail fasteners.
- a free end 12 of the connecting member 8 provided for a position above the rail foot 7 is arranged centrally between two rolling bodies 10 provided for rolling on the rail foot 7.
- a clamping device 13 for producing a frictional connection between the connecting member 8 and rail 7 is arranged.
- the clamping device 13, which is embodied here by way of example as a screw, could also be designed as an eccentric or the like.
- each of a rail 3 associated rail fasteners 2 a group of adjacent sleepers 1 by a variable length connecting member 14, preferably a chain, connected to each other.
- a length I of the arranged between the rail fastening means 2 of two adjacent sleepers 1 connecting element 14 is formed according to a threshold distance of the track 4.
- the connecting element 14 could alternatively be designed, for example, telescopically extendable.
- a group of adjacent sleepers 1 in the rail longitudinal direction 11 is displaced in such a way that a gap 15 for the passage of sleepers 1 and / or for an unhindered ballast cleaning arises (see Fig. 3).
- the original rail fasteners are removed and, in the alternative, removed replaced by the rail fastening means 2 described in FIGS. 1 and 2.
- the threshold 1 can be connected to the displacement of the rails 3, optionally by actuation of the clamping device 13 designed as a screw, in order to reliably prevent further unintentional displacement.
- Track rehabilitation are available, in an application example given here as an example, the thresholds 1 connected to the rail fastening means 2 according to the invention - after cleaning the ballast stored in the gap 15 - again moved back to its original position (see Fig. 4). Only on the following day is carried out in a further refurbishment stage, a renewal of the thresholds 1, again - as already mentioned - by moving a group of sleepers 1, the now required for a threshold clearance gap 15 is created.
- Threshold 1 and moved back to their original position. Since the rolling resistance due to the rolling elements 10 is very low, this shift can be performed easily by a worker by hand.
- the adjacent, interconnected by the connecting elements 14 thresholds 1 of the group are automatically carried along in their respective original position. As a result of the determined to a threshold distance length I each connecting element 14 ensures that with the 5,Verschiebung the thresholds 1 is also automatically the correct threshold distance.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2018546886A JP6887437B2 (ja) | 2016-03-07 | 2017-02-08 | 軌道を区分ごとに補修するレール締結手段および方法 |
CN201780015862.3A CN108713080B (zh) | 2016-03-07 | 2017-02-08 | 铁轨紧固装置以及用于分段修复轨道的方法 |
ES17703923T ES2840001T3 (es) | 2016-03-07 | 2017-02-08 | Procedimiento para la renovación por secciones de una vía férrea |
EP17703923.7A EP3426842B1 (fr) | 2016-03-07 | 2017-02-08 | Procédé de rénovation par segments d'une voie ferrée |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA119/2016 | 2016-03-07 | ||
ATA119/2016A AT518071B1 (de) | 2016-03-07 | 2016-03-07 | Schienenbefestigungsmittel und Verfahren für ein abschnittweises Sanieren eines Gleises |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2017153031A1 true WO2017153031A1 (fr) | 2017-09-14 |
Family
ID=57995170
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2017/000176 WO2017153031A1 (fr) | 2016-03-07 | 2017-02-08 | Moyen de fixation de rail et procédé de rénovation par segments d'une voie ferrée |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP3426842B1 (fr) |
JP (1) | JP6887437B2 (fr) |
CN (1) | CN108713080B (fr) |
AT (1) | AT518071B1 (fr) |
ES (1) | ES2840001T3 (fr) |
WO (1) | WO2017153031A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114290259A (zh) * | 2021-12-24 | 2022-04-08 | 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 |
Families Citing this family (1)
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 |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08302604A (ja) * | 1995-05-01 | 1996-11-19 | Seiji Hosokawa | レール転倒防止装置 |
JP2007332687A (ja) * | 2006-06-16 | 2007-12-27 | West Japan Railway Co | 転てつ減摩器 |
WO2012095152A1 (fr) * | 2011-01-11 | 2012-07-19 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh | Procédé et véhicule pour le remplacement par endroits d'anciennes traverses d'une voie par des traverses neuves |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2875954A (en) * | 1956-01-27 | 1959-03-03 | Arthur I Appleton | Rail anchor |
DE2527494B2 (de) * | 1975-06-20 | 1978-02-23 | Schienenbefestigung Kracke, Harald, 2870 Delmenhorst | Schienenbefestigung |
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 |
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 |
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 EP EP17703923.7A patent/EP3426842B1/fr active Active
- 2017-02-08 JP JP2018546886A patent/JP6887437B2/ja active Active
- 2017-02-08 CN CN201780015862.3A patent/CN108713080B/zh active Active
- 2017-02-08 WO PCT/EP2017/000176 patent/WO2017153031A1/fr active Application Filing
- 2017-02-08 ES ES17703923T patent/ES2840001T3/es active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08302604A (ja) * | 1995-05-01 | 1996-11-19 | Seiji Hosokawa | レール転倒防止装置 |
JP2007332687A (ja) * | 2006-06-16 | 2007-12-27 | West Japan Railway Co | 転てつ減摩器 |
WO2012095152A1 (fr) * | 2011-01-11 | 2012-07-19 | Franz Plasser Bahnbaumaschinen-Industriegesellschaft Mbh | Procédé et véhicule pour le remplacement par endroits d'anciennes traverses d'une voie par des traverses neuves |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114290259A (zh) * | 2021-12-24 | 2022-04-08 | 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 |
Also Published As
Publication number | Publication date |
---|---|
EP3426842A1 (fr) | 2019-01-16 |
JP6887437B2 (ja) | 2021-06-16 |
CN108713080A (zh) | 2018-10-26 |
ES2840001T3 (es) | 2021-07-06 |
CN108713080B (zh) | 2021-08-24 |
AT518071A4 (de) | 2017-07-15 |
EP3426842B1 (fr) | 2020-11-11 |
JP2019507836A (ja) | 2019-03-22 |
AT518071B1 (de) | 2017-07-15 |
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