EP2231927A1 - Rail vehicle for renovating the substructure of a track - Google Patents
Rail vehicle for renovating the substructure of a trackInfo
- Publication number
- EP2231927A1 EP2231927A1 EP08782841A EP08782841A EP2231927A1 EP 2231927 A1 EP2231927 A1 EP 2231927A1 EP 08782841 A EP08782841 A EP 08782841A EP 08782841 A EP08782841 A EP 08782841A EP 2231927 A1 EP2231927 A1 EP 2231927A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- substructure
- clearing
- track
- unit
- rail vehicle
- 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
- 239000000463 material Substances 0.000 claims abstract description 51
- 238000004064 recycling Methods 0.000 claims abstract description 12
- 239000000654 additive Substances 0.000 claims description 7
- 239000006148 magnetic separator Substances 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 238000009418 renovation Methods 0.000 claims description 3
- 239000010410 layer Substances 0.000 description 40
- 238000005299 abrasion Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 230000003071 parasitic effect Effects 0.000 description 3
- 239000000758 substrate Substances 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 2
- 238000009419 refurbishment Methods 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000003137 locomotive effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000008521 reorganization Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000007858 starting material Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
- E01B27/06—Renewing or cleaning the ballast in situ, with or without concurrent work on the track
- E01B27/10—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track
- E01B27/105—Renewing or cleaning the ballast in situ, with or without concurrent work on the track without taking-up track the track having been lifted
Definitions
- the present invention relates to a railway track renewal rail vehicle comprising: a track lifter for temporarily lifting the track from its track bed in a work area, a track bed clearing device for clearing the track bed in the work area, a floor clearing device for clearing the underlying deck in the work area down to a predetermined depth, a subgrade application device for applying new substructure in the working area, and a track bed application device for applying a new track bed in the work area, wherein the rail vehicle has a substructure recycling device, which at least part of the Abraums the substructure clearing device fed into the substructure applicator.
- a rail vehicle of this type is known from EP 1 643 035 A2.
- both the track bed and the layer protection layer (PSS) are each recycled separately, i. the gravel overburden to Neuschotter and the PSS overburden to new PPS.
- the rehabilitated track substructure consists entirely of recycled material, which in practice leads to a poor quality of the refurbishment, since PSS material must have precisely defined strength properties.
- the invention has for its object to provide a rail vehicle for track substructure renovation, which allows a more economical operation than the known solutions, without having to accept reductions in the quality of the refurbishment and operating speed of the vehicle.
- a rail vehicle of the aforementioned type which according to the invention is characterized in that the substructure clearing device is divided into at least a first clearing unit for clearing an upper layer of the substructure and a downstream second clearing unit for clearing a lower layer of the substructure, in that the substructure application device is subdivided into at least a first application unit for applying a first substructure layer and a subordinate second application unit for applying an overlying second substructure layer, and in that the substructure recycling device uses the overburden from the first clearing unit as material for the first subgrade layer feeds the first application unit.
- the track substructure material is degraded in two successive stages, and the first stage overburden is used as the base for overfilled new subgrade material, and this in continuous operation while in motion.
- the invention is based on the recognition that such a substructure-two-layer structure made of recycled material and virgin material without any compromise in the overall strength and quality of the track substructure, a considerable saving in waste material to be disposed of and to buy new material allows. In sum, a much more economical operation of the Unterbausan istsmaschine is achieved than with the known constructions.
- the substructure recycling device also has a device for comminuting the overburden, a magnetic separator for removing metal from the overburden and / or a screen for separating fines from the overburden in order to further improve the quality of the recycled substructure material as required.
- first and the second clearing unit are each formed by their own clearing chain.
- both the clearance depth and width can be easily varied and adapted individually to the railway body.
- the first Ableymtiefe • reamer and the Aufbringiere the first application unit is in each case 10 to 25 cm, preferably 15 to 20 cm; Particularly preferably, the clearing depth of the second clearing unit is 10 to 65 cm.
- the resulting layer thicknesses result in a maximization of the proportion of recy- cling in the substructure without adversely affecting its load bearing capacity and durability.
- the rail vehicle has a silo unit which stores new cementitious material and feeds material for the second underground construction layer into the second application unit in order to continuously achieve a high quality of the substructure.
- the track lifting device in a first track lifting unit for temporarily lifting the track from its track bed in a first portion of the work area and in a second track lifting unit for repeated temporary lifting of the track in one of them spaced the second section of the work area and the second clearing unit, the subgrade applying device and the track bed applying device operate in said second portion of the work area, and wherein the rail vehicle is supported with at least one of its chassis in the area between the first and the second section on the temporary on the lower layer of substructure for suspension coming track.
- Dividing the work area into two consecutive sections that support the rail vehicle helps to better distribute the weight of the rail vehicle and reduce its maximum axle weight, which is critical for use on bridges, special undergrounds, etc.
- the division into two working sections allows a joint between the sections, so that even narrow Kürvenradien can be traveled.
- the rail vehicle also has a track-bed recycling device which removes the overburden from the track-bed clearing device. if necessary together with new track bed material from a carried silo unit, feeds into the track bed applicator.
- Fig. 1 is a schematic diagram of the rail vehicle according to the invention for track substructure rehabilitation
- FIG. 2 an exemplary embodiment of the rail vehicle of FIG. 1 in a side view
- FIG. Figures 3a and 3b the rail vehicle of Figure 2 in its two workspace sections in detail in side view
- FIGS. 4a and 4b show in detail the detail of the rail vehicle of FIG. 2 in its two workspace sections in detail in plan view.
- Fig. 1 shows schematically a rail vehicle 2.0 1, which serves for the continuous rehabilitation of a resting on a substrate 2 track base 3 for a track 4 in a track bed 5, i. for track substructure renovation during the journey of the rail vehicle 1 in the direction of travel 6.
- the rail vehicle 1 may have its own drive or be 25 driven by a locomotive.
- the track bed 5 is usually a ballast bed, in which the track 7 and 8 thresholds comprehensive track 4 is partially embedded; Alternatively, the track bed 5 could also be of any other type, as known in the art.
- the substructure 3 to be rehabilitated can be composed of earth material, but also of substructures that have already been rehabilitated (eg old PSS material). As mentioned above, the term "substructure" as used herein also includes that mixing zone of the substructure 3, in which loose track bed material, eg 35 gravel, chipping, abrasion, etc.
- the rail vehicle 1 is provided with a track lifting device 9 for temporary, i. while traveling progressively digging the track 4 from its track bed 5 in a workspace 10 equipped.
- the track bed 5 is cleared by means of a track bed clearing device 11 and then cleared of the substructure 3 by means of a substructure clearing device 12, 13.
- the track bed applier 17 may also include one or more dunnage units (not shown) for filling the track bed material below and between the sleepers 8 and rails 7 of the track 4, as known in the art.
- the sub-bed clearing device 12, 13 comprises a first clearing unit 12 for clearing a first upper layer 18 of the substructure 3 and a separate, second sub-clearing unit 13 for clearing a lower layer 19 of the substructure 3 to a predetermined depth or even to Substrate plan 14 of the underground 2 down.
- the substructure application device 15, 16 is in a first application unit 15 for applying a first substructure layer 20 (so-called "base layer") and a downstream second application unit 16 for applying an overlying second substructure layer 21 (so-called "PSS layer ”) divided.
- the upper layer 18 also contains the mixing zone between the track bed 5 and the substructure 3 in which original track bed material is contained parasitically as discussed above. For detecting in particular also parasitic flank material from the mixing zone, the clearing width of the first clearing unit 12, as shown in Fig. 4a, designed to be larger than that of the track bed clearing device 11.
- the rail vehicle 1 comprises a sub-base recycler 22 which removes the spoil 12 'from the first broaching unit 12, i. the degraded layer 18, as material for the first sub-layer 20 in the first application unit 15 feeds (path 22 '), preferably with the introduction of additives 23 in the overburden 12'.
- the overburden 13 'from the second clearing unit 13, i. the degraded layer 19 is discarded (path 24), and as a material for the second sub-layer 21, the second application unit 16 is given new sub-base material, e.g.
- the upper layer 18 has a thickness, ie clearing depth of the clearing unit 12, of 10 to 25 cm, particularly preferably 15 to 20 cm, and the lower layer 19 has a thickness, ie clearance depth, of the clearing unit 13 of 10 to 65 cm. Since substantially all of the upper layer 18 is recycled to the first substructure layer 20, the first subbing layer 20 preferably has the same thickness as the upper layer 18 , preferably 10 to 25 cm, more preferably 15 to 20 cm.
- the overburden 12 may in practice contain up to 30-40% of (original) track bed material, ie 60-70% earth material or old PSS material and 30 - 40% parasitic (diffused, spread, fallen down, etc.) track bed material, eg track ball splintering and abrasion.
- the recyclate 22 'produced from the overburden 12' can have a contain parasitic mixing proportion of up to 30 to 40% of original track bed material from diffused material, flank material, chipping, abrasion, etc., which is thus also advantageously recycled into the first subgrade layer 20 ("base layer").
- the rail vehicle 1 is equipped in a manner known per se with a track bed recycler 26 which cleans and sieves the overburden 11 'from the track bed clearing device 11 and, if necessary, adds new track bed material 27 to the track bed applicator 17.
- the rail vehicle 1 usually consists of several cars coupled to a train (although this is not mandatory) and the components of the rail vehicle 1 shown in FIG. 1 are distributed to different cars according to their respective space and weight requirements.
- Fig. 2 shows such an exemplary division of the components of the rail vehicle 1 on six different cars 28 to 33, u.zw.
- a first carriage 28 having a silo unit 34 for stocking new track bed material 27; a carriage 29 with the track bed recycler 26; two carriages 30 and 31 with the track bed clearing and application devices 11, 17, the sub-construction clearing and applying devices 12, 13, 15, 16, and the undercarriage recycle device 22; a carriage 32 with a silo unit 35 for storing new substructure material 25; and a carriage 33 with a silo unit 36 for receiving the overburden 13 'of the lower layer 19.
- conveyor belts not shown in Fig. 2
- the track lifting device 9 is in a first track lifting unit 9 'for lifting the track 4 in a first portion 10' and a second track lifting unit 9 "for lifting the track 4 again in a spaced second section 10" of Work area 10 divided.
- FIGS. 3 and 4 show in detail the internal structure of the carriages 30 and 31 of the rail vehicle 1 in the region of its working area sections 10 'and 10 ". According to FIGS.
- the track bed clearing device 11 and the first clearing unit 12 operate in the first section 10 'in the carriage 30 and are each in the form of a clearing chain, which is adjustable both in its clearing width and in depth, such as known to the skilled person.
- the overburden 11 'of the track bed clearing device 11 is discharged via a conveyor belt 38 to the track bed recycler 26 of the carriage 29, from which the recycled and supplemented track bed material 26' is returned via a conveyor belt 39 and forwarded to the carriage 31 ( Figure 3b) ,
- the substructure recycling device 22 is likewise arranged in the carriage 30 and comprises in succession: a screen 42 downstream of the discharge end 40 of the first clearing unit 12 for separating fines from the overburden 12 ', preferably a vibrating screen; a magnetic separator 41 for removing metal from the overburden 12 '; and a combined crushing and mixing device 43 for crushing the overburden 12 'and for simultaneously introducing the additives 23 from a silo unit 44.
- the sub-base recycle 22 may also include a washing device (not shown) for washing the overburden 12'.
- the starting material 22 'of the reclaiming device 22 is forwarded via a conveyor belt 45 to the carriage 31 (FIG. 3b).
- the comminuting and mixing device 43 can be formed, for example, by a comminution screw, which is charged with both the overburden 12 'and the additives 23.
- the comminution can be carried out in a Separate crushing done, for example, in a baffle or cone crusher, and the introduction of the additives in a separate, upstream or downstream mixer.
- the crushing and mixing device 43 breaks or crushes the overburden 12 'preferably down to a grain size of less than 50 mm.
- the added additives 23 can, as known to those skilled in both liquid and solid form.
- the second sub-base broaching unit 13 As shown in Figs. 3b and 4b, the second sub-base broaching unit 13, the first and second sub-subassembly attaching units 15, 16 and the track bed applying device 17 operate in the second section 10 "in the carriage 31.
- the second substructure Reaming unit 13 is designed as a clearing chain (FIG 4b) and both in their clearing width and-depth adjustable, as known to those skilled in.
- the overburden 13 'of the second clearing unit 13 is forwarded via a conveyor belt 46 to the carriage 36 and the second substructure Application unit 16 is supplied via a conveyor belt 47 with new PSS material 25 received by carriage 32.
- recyclate 22 ' is fed via conveyor belt 45 into first sub-assembly application unit 15 and recycle 26' the conveyor belt 39 in the track bed applicator 17th
- rollers 48, 49 for applying a geotextile to the substrate 14 and / or the first substructure 20 may be provided.
- the substructure can also be cleared only in a single layer whose overburden is partially recycled (supplemented by virgin material) or entirely as a new subgrade layer, in which case a subdivision of the substructure clearing device into a plurality of clearing units and the Substructure applicator in several ⁇ ufbringtechniken is unnecessary.
- the substructure can also be removed in more than two layers with the aid of more than two clearing units, and the new substructure can also be applied in more than two layers with the aid of more than two application units, in which case the recycler or more) of the upper cleared layers is recycled to one (or more) of the lower deposited layers; if appropriate, the recycling device can also be subdivided into a plurality of recycling units, which each recycle a layer.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL08782841T PL2231927T3 (en) | 2007-09-05 | 2008-09-03 | Rail vehicle for renovating the substructure of a track |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0138407A AT505679B1 (en) | 2007-09-05 | 2007-09-05 | RAIL VEHICLE FOR TRACK DOWNSTREAM |
PCT/AT2008/000313 WO2009029969A1 (en) | 2007-09-05 | 2008-09-03 | Rail vehicle for renovating the substructure of a track |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2231927A1 true EP2231927A1 (en) | 2010-09-29 |
EP2231927B1 EP2231927B1 (en) | 2012-04-18 |
Family
ID=40262288
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08782841A Active EP2231927B1 (en) | 2007-09-05 | 2008-09-03 | Rail vehicle for renovating the substructure of a track |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP2231927B1 (en) |
AT (2) | AT505679B1 (en) |
DK (1) | DK2231927T3 (en) |
ES (1) | ES2386390T3 (en) |
PL (1) | PL2231927T3 (en) |
WO (1) | WO2009029969A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103726420A (en) * | 2013-12-05 | 2014-04-16 | 冯政 | Chain saw type track crawler loader |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102009041237B4 (en) * | 2009-09-11 | 2019-07-11 | Ralf Zürcher | Method for rehabilitating the track substructure of a railway line |
DE202010012355U1 (en) * | 2010-09-08 | 2011-12-14 | Wiebe Holding Gmbh & Co. Kg | Track rehabilitation machine with PSS processing |
AT511698B1 (en) * | 2011-12-14 | 2013-02-15 | Plasser Bahnbaumasch Franz | PROCEDURE FOR PLANNING |
AT512274B1 (en) * | 2012-02-02 | 2013-07-15 | Swietelsky Baugesellschaft M B H | DEVICES AND METHOD FOR THE CONTINUOUS RENOVATION OF A TRAVEL BED AND ITS UNDERBUILDING |
FR2998589B1 (en) * | 2012-11-23 | 2018-02-02 | Europeenne De Travaux Ferroviaires (Etf) | DOUBLE FLOW AND DOUBLE SENSE BREAKER AND METHODS FOR RENEWING BALLAST AND TRAVERSES. |
AT15116U1 (en) * | 2015-10-30 | 2017-01-15 | Plasser & Theurer Export Von Bahnbaumaschinen Gmbh | Method for renewing sleepers of a track |
DE102018205720A1 (en) * | 2018-04-16 | 2019-10-17 | Leonhard Weiss Gmbh & Co. Kg | Remediation device and method for producing a protective layer (protective layer) of railway lines |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202007011501U1 (en) | 2007-08-16 | 2008-12-24 | Wiebe Holding Gmbh & Co. Kg | Track rehabilitation machine with triple separated excavation |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DD240043A1 (en) * | 1985-08-05 | 1986-10-15 | Deutsche Reichsbahn | GRAVEL BED WASHER |
RU2086723C1 (en) * | 1993-06-16 | 1997-08-10 | Франц Плассер Банбаумашинен-Индустригезельшафт Мбх | Method of and device for reconditioning of railway track ballast layer |
ATE312241T1 (en) * | 2001-04-12 | 2005-12-15 | Gsg Knape Gleissanierung Gmbh | METHOD FOR SUPPLYING A CONSTRUCTION SITE WITH CONSTRUCTION MATERIALS |
DE10139765B4 (en) * | 2001-04-23 | 2015-02-12 | Gsg Knape Gleissanierung Gmbh | Process for material preparation and / or material washing and / or clay discharge regarding bulk material, in particular in connection with construction work on a line construction site and corresponding rail or road system |
AT5098U3 (en) * | 2001-12-19 | 2002-09-25 | Plasser Bahnbaumasch Franz | PLANT RESTORATION PLAN |
DE102004048169A1 (en) * | 2004-10-02 | 2006-04-13 | Gbm Wiebe Gleisbaumaschinen Gmbh | Method for the superstructure repair of railway tracks using a tarmac improvement machine, tarmac improvement machine |
AT502187B1 (en) * | 2005-11-14 | 2007-02-15 | Plasser Bahnbaumasch Franz | Method for cleaning of ballast bed of track, involves accomplishing of first and second working processes alternatively whereby first and second working processes depend on degree of contamination of ballast bed |
-
2007
- 2007-09-05 AT AT0138407A patent/AT505679B1/en not_active IP Right Cessation
-
2008
- 2008-09-03 ES ES08782841T patent/ES2386390T3/en active Active
- 2008-09-03 DK DK08782841.4T patent/DK2231927T3/en active
- 2008-09-03 WO PCT/AT2008/000313 patent/WO2009029969A1/en active Application Filing
- 2008-09-03 AT AT08782841T patent/ATE554227T1/en active
- 2008-09-03 PL PL08782841T patent/PL2231927T3/en unknown
- 2008-09-03 EP EP08782841A patent/EP2231927B1/en active Active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202007011501U1 (en) | 2007-08-16 | 2008-12-24 | Wiebe Holding Gmbh & Co. Kg | Track rehabilitation machine with triple separated excavation |
EP2025810A1 (en) | 2007-08-16 | 2009-02-18 | Wiebe Holding GmbH & Co.KG | Railway renewing machine with triple separated spoil |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103726420A (en) * | 2013-12-05 | 2014-04-16 | 冯政 | Chain saw type track crawler loader |
CN103726420B (en) * | 2013-12-05 | 2016-06-29 | 冯政 | Chain saw type rail crawler loader |
Also Published As
Publication number | Publication date |
---|---|
AT505679B1 (en) | 2009-07-15 |
DK2231927T3 (en) | 2012-07-23 |
WO2009029969A1 (en) | 2009-03-12 |
ATE554227T1 (en) | 2012-05-15 |
ES2386390T3 (en) | 2012-08-20 |
EP2231927B1 (en) | 2012-04-18 |
AT505679A1 (en) | 2009-03-15 |
PL2231927T3 (en) | 2012-09-28 |
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