EP1169516A1 - Verfahren zur erneuerung einer gleisanlage - Google Patents
Verfahren zur erneuerung einer gleisanlageInfo
- Publication number
- EP1169516A1 EP1169516A1 EP00929352A EP00929352A EP1169516A1 EP 1169516 A1 EP1169516 A1 EP 1169516A1 EP 00929352 A EP00929352 A EP 00929352A EP 00929352 A EP00929352 A EP 00929352A EP 1169516 A1 EP1169516 A1 EP 1169516A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- track
- concrete
- sleepers
- base layer
- new
- 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
- E01B27/00—Placing, renewing, working, cleaning, or taking-up the ballast, with or without concurrent work on the track; Devices therefor; Packing sleepers
- E01B27/04—Removing the ballast; Machines therefor, whether or not additionally adapted for taking-up ballast
-
- 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
- E01B29/005—Making of concrete parts of the track in situ
-
- 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
- E01B29/05—Transporting, laying, removing, or renewing both rails and sleepers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B37/00—Making, maintaining, renewing, or taking-up the ballastway or the track, not provided for in a single one of groups E01B27/00 - E01B35/00
Definitions
- the present invention relates to a method for renewing a track system with a substructure, a bedding, in particular made of ballast, and a track made of rails and sleepers laid thereon.
- the invention is based on the object of specifying a method for renewing a track system, by means of which a track system to be renewed can advantageously be replaced by a modern track system with great stability in position.
- the method comprises the following steps:
- the solid carriageways produced by the method according to the invention have the advantage of particularly high strength and positional accuracy. Such lanes can therefore be used in particular for high speeds.
- the renewal can be carried out in a favorable manner.
- renewal can also be carried out for track systems that are not accessible from the side.
- the materials can also be advantageously transported in and out via tracks.
- the installation of the base layers is also track-bound. This operation can also be carried out advantageously.
- the existing tracks are dismantled and guide rails are laid, so that the base courses can then be installed using the guide rails. Thanks to the use of guide rails, even after the track has been dismantled, the pavement can be installed with great accuracy.
- the existing tracks are dismantled and the base layers are installed using a floor undercarriage, in particular caterpillars. This eliminates the need to lay training rails.
- a concrete trough is applied, then the new track is pre-built, furnished and fixed in the concrete trough, and then the concrete trough is filled with concrete and the concrete is compacted.
- an asphalt or concrete base layer is applied to it and the new track is then pre-built, furnished and fixed on the concrete or asphalt base layer.
- These process steps advantageously produce a solid carriageway with the track grille placed on it.
- the new track is set up and fixed on the asphalt or concrete base layer when the new track is being built. In particular, the.
- the height of the asphalt or concrete base course at the intended support points of the sleepers and the thickness of the sleepers in the area of the support points for the rails were measured, the need for height compensation and its size determined from the measured values, and suitable compensating means applied when laying the track section.
- a necessary height compensation can be determined before the threshold is placed on the base layer and before the rail is inserted into the threshold.
- the necessary compensating means can already be used when laying the track section. This eliminates the need for a separate, subsequent work step. The installation is accelerated and simplified overall.
- the height of the rail at the bearing points on the sleepers is additionally measured and taken into account when determining the height compensation.
- This measure can also compensate for the height tolerances of the rails and thus further reduce the deviations in the height of the laid track from the target value.
- the height of the base course and / or the rail height is measured when the track section is laid, in particular in each case immediately before a track is laid Threshold, whereby the compensating means are attached before the rail is inserted into the sleepers.
- the threshold is fixed against shifting after being set down. This ensures that the rail remains on the measured section of the base layer and the accuracy of the altitude obtained by the application of the compensating means is maintained.
- the height ratio between the left and right rails of a threshold, the height ratio of successive thresholds and / or the longitudinal height ratio between two measuring points arranged at a predetermined distance, for example five meters, from one another are preferably taken into account when determining the height compensation. This allows all the usual requirements for positional accuracy to be taken into account.
- the position of the track section is aligned in the transverse direction, preferably starting from the threshold center, before being fixed. This advantageously not only determines the height but also the longitudinal direction of the track section, and the tolerances are reduced.
- the height and lateral position of the track section can be determined by means of auxiliary points applied to the base layer. The determination can also be carried out using lasers from fixed points. These methods of determination have been found to be particularly suitable.
- the measured values, the compensation measures carried out and the final track position are documented. This means that it is always possible to find out what the starting position was and what measures were taken to reach which final status.
- a laying device is preferably used to carry out the method according to the invention, on which all the means necessary for carrying out the method are present. This means that laying can be done with a single device.
- the front end of a new track with sleepers cast into a concrete layer as the upper base layer and applied to a lower base layer comprises the steps:
- the track section is supported directly on the lower base layer. After aligning the lateral position of the track section, it is fixed by fixing elements, which are inserted into the lower base layer and fastened to a sleeper. In particular, bolts are used for this.
- the track section is aligned by a separate device.
- the sleepers can be supported, for example, by means of spindles which are screwed into corresponding sleeves which are provided in the sleepers by the manufacturer. Due to the omission of the trough and the direct support on the lower base layer, appropriately manufactured spindles and sleeves are required. such. It can be used to equip all known or new types of sleepers.
- An advantage of the method according to the invention is that a trough is no longer required. This eliminates the effort required to manufacture the trough. It is also particularly advantageous that the joint between the cast upper base layer and the trough is no longer present, which, because of its continuous extension, poses a particular risk when water penetrates.
- the bolts are introduced into recesses previously made in the lower base layer.
- the recesses in particular laser-controlled, can be positioned very precisely, which also results in an exact positioning of the bolts.
- the necessary displacements of the sleepers relative to the bolts during alignment are relatively small.
- the thresholds are attached to the bolts so that they can be moved in height. This has the advantage that the thresholds, after loosening their support on the lower base layer, can follow a shrinkage of the upper base layer material.
- the sleepers are released from the rails after the sleepers are supported on the lower base layer. This prevents displacements, in particular thermal expansions and contractions of the rails from being transmitted to the sleepers during the setting of the upper base layer.
- the bolt is fastened to the middle of the threshold. The tolerances that occur during the production of the thresholds are thereby halved.
- a reinforcement covering a plurality of sleepers and in particular connected to them is provided under the sleepers, which reinforcement is cast into the upper base layer.
- the reinforcement is connected to the threshold reinforcement.
- the recesses are made as bores in the lower base layer. These can advantageously be introduced with particularly high accuracy. Another possibility is to make the recess as a slot which extends continuously in the longitudinal direction of the roadway.
- the alignment of the side and / or height of the track section takes place in two or more steps. This has proven to be particularly advantageous. It has also proven to be advantageous to check the track position after the sleepers have been fixed and supported and, if necessary, to correct them again. It is also advantageous to document the track position after the sleepers have been fixed.
- formwork with formwork elements which are anchored to the track is used for casting the upper base layer.
- the formwork elements are anchored via an upper formwork holder on the rail foot and a lower formwork holder on the reinforcement.
- the lower formwork holder is preferably cast in. This means that a formwork for pouring the upper base layer can be attached using simple means.
- the formwork can be reused except for the lower formwork holder. In principle, however, it is also possible to use a formwork carriage of a conventional type.
- one-piece sleepers can be used as sleepers with a vertical elongated hole in the middle of the sleepers or receptacles attached to the side of the sleepers for the passage of the bolt for the lateral fastening of the sleeper.
- suitable adjusting and fixing means are provided in the elongated hole or the receptacle, through which the bolt can be guided and, after the track section has been aligned, can be fixed against lateral displacement relative to the threshold or vice versa.
- two-part sleepers are used with two parts, each connected to a rail, which carries a rail.
- the use of two-part sleepers has the advantage that the length of the joints between the threshold and the cast upper base layer and the weight of the threshold is reduced.
- a sheet that can be moved along the connecting iron and can be fixed thereon with a passage opening for the bolt is preferably used.
- the sheet is preferably formed in two parts, with two parts each having one half of the passage opening.
- the threshold can be easily fixed to the bolt against lateral displacement via the sheet.
- the two-part design has the advantage that the bolt can be inserted even before the threshold is fully aligned laterally, by pushing the two parts sufficiently far apart and joining them together only after the bolt has been inserted.
- a preferred lifting device for the method according to the invention for lifting a track section with rails and sleepers attached to them comprises at least one frame spanning the carriageway, on which, in particular, grippers and lifting means for lifting the track section are attached to the rails.
- the frame is designed to be movable along the road.
- Such a lifting device allows the track section to be set up continuously without the need for a large number of lifting devices. As the work progresses, the lifting device according to the invention is moved forward and used for the entire setup process.
- means for aligning the side and / or height of the track section are additionally on the frame intended.
- the lifting device can thereby advantageously also be used to align the track section, so that a separate device is not required.
- At least three frames are preferably provided, at least the first of which has a floor, in particular crawler, chassis.
- lifting and alignment of the track section can be carried out in several steps with one device.
- a rough alignment is carried out with the first frame, a fine alignment with the second frame, and a fine alignment with the third or a further frame with final fixing of the sleepers.
- the further frames each have a rail undercarriage, all frames being connected to one another via connecting rods, which preferably also carry supply lines at the same time.
- a floor trolley is therefore only required for the first frame, while the other frames can be moved on the rails that have already been prepared.
- these frames are supported on the running surface of the floor trolley, i.e. the lower base layer.
- all the frames are arranged on a common floor, in particular crawler, chassis. This forms a complete device with which the track section can be raised, aligned and fixed.
- the frames have roller tongs for lifting and leveling rollers for aligning the track Cuts that roll on the rails. This enables the track section to be continuously raised and aligned.
- the frames preferably also have load rollers which can be rolled off the rails and by which the rails are held down. This has also proven to be particularly advantageous for the mobile lifting and aligning device.
- training rails are laid, and the trough is produced and / or creating the asphalt or concrete base course and / or building the new track and / or setting up and fixing the new track using the guide rails.
- the trough is produced and / or the asphalt or concrete base layer and / or the new track is built and / or the new track is set up and fixed using a floor undercarriage, in particular caterpillars. It is therefore not necessary to lay training rails.
- the track dismantling and / or the track extension are track-bound. This in turn has the advantage that the materials can be easily fed in and out.
- the new track is set up and fixed on a track. Any materials required for this can be easily transported again.
- all the process steps up to the dismantling of the track are carried out in a first step, the dismantling of the track and possibly the installation of base layers in a second step and in at least one further step the track is built and the solid track is produced.
- a procedure in such operations has proven to be particularly advantageous. The track system can therefore be replaced quickly and cheaply.
- the production of an asphalt or concrete base layer is carried out in a third step and the track extension, the setting up and the fixing of the track are carried out in at least one further step.
- This procedure has proven to be advantageous for the production of a solid carriageway with the track grating on.
- the track extension is carried out in a third step and the track is set up and fixed and the sleepers are poured into a concrete layer in a fourth step.
- This procedure has proven to be advantageous for the production of a solid roadway with cast sleepers without the use of a concrete trough.
- the production of a concrete trough and in at least one further operation the track extension, the setting up and fixing of the track and the casting of the sleepers into the trough are carried out in a third operation. This procedure has proven to be advantageous for the production of a solid roadway with cast sleepers using the concrete trough.
- FIG. 1 shows a cross section through an old and a new track system
- Figure 2 shows part of the process steps according to the invention for renewing a track system.
- ballast bed 4 is applied to a frost protection layer 5 and this in turn is applied to the substrate 6.
- frost protection layer 5 a formation protection layer can also be provided.
- the track 3 with rails 1 and sleepers 2 is placed on a concrete or asphalt base layer 7, which can also be multi-layered, and fastened thereon.
- the concrete or as The base layer 7 is applied to a lower base layer 8, in particular a hydraulically bound base layer or also an unbound base layer, which in turn is arranged on an antifreeze layer 9.
- the frost protection layer 9 lies on the substrate 6 and can in turn be replaced or supplemented by a formation protection layer.
- the new track system can also be formed with a fixed track, in which the sleepers 2 of the track 3 are poured into a concrete layer are.
- the production of the solid carriageway without using a concrete trough is particularly preferred in that the sleepers 2 are supported directly on the lower base layer 8 and fixed thereon against lateral displacement before the sleepers 2 are poured into the concrete.
- the ballast bedding 4 as indicated by line 10, is first removed, then, according to line 11, the frost protection layer 5 and / or possibly a formation protection layer. Then, if necessary, the subsurface 6 is removed according to line 12 as far as is necessary for the construction of the new track system in order to maintain the height of the track 3 or, if desired, to reach a new height.
- a new frost protection and / or formation protection layer 9 is then applied to the surface of the substrate 6 thus obtained. brought to this a lower base layer 8, in particular a hydraulically bound base layer, but possibly also an unbound base layer.
- a concrete or asphalt base layer 7, which can also be multi-layered, is then applied to the lower base layer 8 in the case of solid carriageways with the track 3 laid on it. Then the track 3 is placed, aligned and fixed.
- solid carriageways with cast-in sleepers 2 either a concrete trough is applied to the lower base layer 8, in which the track 1 is then built, leveled and fixed, or the track 3 is pre-built, leveled and fixed on the lower base layer 8.
- the sleepers 2 are then poured into concrete, if necessary using formwork.
- Substrate upper base layer lower base layer
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Paper (AREA)
- Magnetic Resonance Imaging Apparatus (AREA)
- Holo Graphy (AREA)
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19916586A DE19916586A1 (de) | 1999-04-13 | 1999-04-13 | Verfahren zur Erneuerung einer Gleisanlage |
DE19916586 | 1999-04-13 | ||
PCT/EP2000/003291 WO2000061866A1 (de) | 1999-04-13 | 2000-04-12 | Verfahren zur erneuerung einer gleisanlage |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1169516A1 true EP1169516A1 (de) | 2002-01-09 |
EP1169516B1 EP1169516B1 (de) | 2004-11-24 |
Family
ID=7904359
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00929352A Expired - Lifetime EP1169516B1 (de) | 1999-04-13 | 2000-04-12 | Verfahren zur erneuerung einer gleisanlage |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1169516B1 (de) |
AT (1) | ATE283391T1 (de) |
AU (1) | AU4747300A (de) |
DE (2) | DE19916586A1 (de) |
ES (1) | ES2233371T3 (de) |
WO (1) | WO2000061866A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103437252A (zh) * | 2013-08-05 | 2013-12-11 | 北京市轨道交通设计研究院有限公司 | 一种轨道路基结构及其施工方法 |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10227801B3 (de) * | 2002-06-21 | 2004-01-29 | Jörger, Konrad | Verfahren zur Errichtung eines Gleiskörpers |
DE10312351A1 (de) * | 2003-03-20 | 2004-10-07 | Leonhard Weiss Gmbh & Co. Kg | Verfahren und Vorrichtung zur Herstellung einer insbesondere festen Fahrbahn für Schienenfahrzeuge |
DE10319298A1 (de) * | 2003-04-29 | 2004-11-18 | Gsg Knape Gleissanierung Gmbh | Verfahren zur Herstellung einer festen Fahrbahn und feste Fahrbahn für Schienenfahrzeuge |
AT500876B1 (de) * | 2004-06-03 | 2006-11-15 | Rte Technologie Gmbh | Verfahren zum herstellen einer festen fahrbahn für schienenfahrzeuge |
DE102006035242A1 (de) * | 2006-07-26 | 2008-03-13 | Rail.One Gmbh | Feste Fahrbahn für Schienenfahrzeuge und Verfahren zu ihrer Herstellung |
ES2649963T3 (es) | 2012-12-07 | 2018-01-16 | Sonneville Ag | Procedimiento para convertir una vía sobre balasto en una vía sólida |
CN104652179B (zh) * | 2015-01-22 | 2016-11-30 | 中铁二院工程集团有限责任公司 | 表层强化并隔水的大轴重重载铁路路基基床构造 |
CN106679619B (zh) * | 2016-12-19 | 2019-09-24 | 长安大学 | 测试路桥过渡段台背沉降及路面面层层底弯拉应变的装置 |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE320996B (de) * | 1965-10-05 | 1970-02-23 | Japan National Railway | |
AT370151B (de) * | 1981-03-04 | 1983-03-10 | Plasser Bahnbaumasch Franz | Schotterbett-reinigungsmaschine und hartschaumplatten-verlegung |
DE4339833C2 (de) * | 1993-11-23 | 1996-04-18 | Euka Bauelemente Verkaufsgesel | Baumaschine für den Neu- bzw. Ausbau oder Rückbau von befestigten Verkehrswegen |
DE19706032C2 (de) * | 1996-12-05 | 2003-05-15 | Felix Kunzewitsch | Verfahren zur Errichtung von befestigten Trassen und Vorrichtung für dieses Verfahren |
-
1999
- 1999-04-13 DE DE19916586A patent/DE19916586A1/de not_active Withdrawn
-
2000
- 2000-04-12 DE DE50008755T patent/DE50008755D1/de not_active Expired - Lifetime
- 2000-04-12 EP EP00929352A patent/EP1169516B1/de not_active Expired - Lifetime
- 2000-04-12 WO PCT/EP2000/003291 patent/WO2000061866A1/de active IP Right Grant
- 2000-04-12 AU AU47473/00A patent/AU4747300A/en not_active Abandoned
- 2000-04-12 ES ES00929352T patent/ES2233371T3/es not_active Expired - Lifetime
- 2000-04-12 AT AT00929352T patent/ATE283391T1/de active
Non-Patent Citations (1)
Title |
---|
See references of WO0061866A1 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103437252A (zh) * | 2013-08-05 | 2013-12-11 | 北京市轨道交通设计研究院有限公司 | 一种轨道路基结构及其施工方法 |
CN103437252B (zh) * | 2013-08-05 | 2016-02-03 | 北京市轨道交通设计研究院有限公司 | 一种轨道路基结构及其施工方法 |
Also Published As
Publication number | Publication date |
---|---|
EP1169516B1 (de) | 2004-11-24 |
ATE283391T1 (de) | 2004-12-15 |
ES2233371T3 (es) | 2005-06-16 |
AU4747300A (en) | 2000-11-14 |
DE50008755D1 (de) | 2004-12-30 |
DE19916586A1 (de) | 2000-10-19 |
WO2000061866A1 (de) | 2000-10-19 |
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