• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    In a method for stabilizing an earth plane (19) exposed after removal of a track and ballast, in a first work pass - in a work section (20) adjoining a rear crawler undercarriage (6) with respect to a working direction (4) - parallel to the removal of the ballast ( 9) a loosening of the Erdplanums (19), a contribution of aggregates (30) and a planing. In a second pass, the aggregate offset Erdplanum (19) by recording by means of a clearing chain (8) and further transport to a behind the rear crawler (6) located discharge point (24) mixed and again dropped onto the exposed Erdplanum (19), after which a remediation layer (26) is formed under planing and compaction of the discarded earth plane.
    公开号:AT517075A4
    申请号:T420/2015
    申请日:2015-07-01
    公开日:2016-11-15
    发明作者:
    申请人:Plasser & Theurer Export Von Bahnbaumaschinen Gmbh；
    IPC主号:
    专利说明:

    The invention relates to a method for stabilizing a Erdplanums a track, wherein the exposed after removal of the track and ballast Erdplanum mixed with aggregates and is leveled to form a protective layer and compacted. The invention also relates to a machine for carrying out the method.
    According to AT 513 248 a method for cleaning or renewing ballast of a track is known. The track-laying machine used for this purpose is supported by two crawler tracks in the trackless construction site. The gravel collected by a clearing device is cleaned in a screening plant and dropped in the working direction in front of the front crawler undercarriage in a first subset to form a gravel layer on which the two crawler tracks are moved while preserving the Erdplanums. Behind the second chassis, the introduction and planing of the remaining amount of ballast takes place to produce an exact gravel road. EP 2 054 552 likewise describes a machine movable on crawler tracks for renewing a ballast bed. On a - by ballast removal behind the front, rolling on the old ballast bed suspension - planum is first laid a pad of geotextile or geogrid on which then a sand layer and applied to this a Neuschotterschichte and compacted. The second crawler undercarriage of the machine travels on the new ballast bed thus produced.
    The object of the present invention is now to provide a method or a machine of the type mentioned, with or an improved underground remediation is possible.
    This object is achieved by a method and a machine of the generic type by the features stated in the characterizing part of the main claim or of claim 5. Such a method has the advantage that the formation of a refurbishment layer is possible without having to drive it before completion with a - leading to an uneven compression - chassis. This can be ensured with relatively little process cost optimal quality of the redevelopment layer.
    A trained according to the features of claim 5 machine has the advantage that the required for the rehabilitation of Erdplanums design effort is relatively low. In addition, already in use and known by the cited prior art, provided for a ballast cleaning machines for an additional
    Insert variant easily retrofitted (or simply dismantled).
    Further advantages of the invention will become apparent from the remaining dependent claims and the drawing description.
    In the following the invention will be described with reference to an embodiment shown in the drawing. 1 and 2 each show a side view of a machine - embodied during two different working passages - for carrying out the method according to the invention.
    An apparent in the drawing, for the underground rehabilitation of a track serving machine 1 has a machine frame 2, which is equipped with two end arranged rail bogies 3. Between these are - with respect to a working direction 4 - front crawler chassis 5 and a rear crawler chassis 6 via drives 7 height adjustable connected to the machine frame 2, on which also still a clearing chain 8 for receiving gravel 9, a sieve 10, a work booth 11 and a Motor 12 are provided. At the rear end of the machine frame 2, a discharge device 22 in the form of an outlet opening 14 having bulk storage 13 is arranged, which is a grading and compacting device 15 downstream with respect to the working direction 4. In front of the bulk material storage 13 is a height-adjustable by drives 16 Aufreiß-
    Device 17 with tear teeth 18, which are distanced from each other in a cross-machine direction.
    The inventive method for stabilizing a Erdplanums 19 of the track begins - after the dismantling of the rails and sleepers of the track - with the removal of the ballast 9 based on the Räumkette 8 in a first working passage shown in Fig. 1. The machine 1 is thereby moved by means of the lowered crawler tracks 5 and 6 continuously on the uncovered by the upstream clearing 8 Erdplanum 19. The cleaned in the sieve 10 ballast and the resulting spoil is loaded via conveyor belts 23 in (not shown) located on the siding material cart for intermediate storage.
    In parallel, in a working section 20 adjoining the rear crawler track 6 with respect to the working direction 4, loosening of the ground plane 19 by the tearing teeth 18 and mixing with aggregates 30 (such as a lime-cement mixture) via the outlet opening 14 of the bulk material store takes place 13 are introduced. Immediately thereafter, the Erdplanum 19 is leveled by the leveling and compacting device 15 and compacted to form a protective layer 21.
    In a second working passage shown in FIG. 2, the earth planum 19 offset with the aggregates 30 is now picked up by the clearing chain 8 and transported via the screening plant 10 to a discharge point 24 located behind the rear tracked chassis 6. In this case, an advantageous mixing effect occurs, which is reinforced by the vibrating sieve of the screen 10, over which the material is passed by means of a cover plate. The dropped onto the uncovered Erdplanum 19 tarpaulin material is leveled and compacted by means of a compactor 25, thereby forming a rehabilitation layer 26.
    Gravel 27 can subsequently be dropped onto this remediation layer 26, which gravel was deposited as useful scrap in the ballast cleaning and which is now leveled to form a protective layer 28, as can be seen on the far right in FIG. Likewise, alternatively, the gravel 9 taken up by the broaching chain 8 and cleaned in the screening plant 10 can be thrown off the reorganization layer 26 after the intermediate storage to form a ballast bedding.
    In addition, it is also possible to deposit a film 29 on the redevelopment layer 26 before the discharge of gravel 27.
    权利要求:
    Claims (5)
    [1]
    A method of stabilizing a ground plane (19) of a track, wherein the earth plane (19) exposed after removal of the track and ballast is mixed with aggregates and flattened and compacted to form a protective layer (21), characterized by the following features: a) in a first working pass is carried out - in a working direction (4) to a rear crawler (6) subsequent working section (20) - parallel to the removal of the ballast (9) a loosening of Erdplanums (19), a contribution of aggregates (30) and a planing, b) in a second pass, the aggregate (30) offset Erdplanum (19) by recording by means of a clearing chain (8) and further transport to a behind the rear crawler (6) located discharge point (24) mixed and turn on the released Erdplanum (19), after which under planing and compression of the discarded Erdplanums (19) a Sanieru layer (26) is formed.
    [2]
    2. Method according to claim 1, characterized in that the gravel (9) accommodated in the first working pass is cleaned and temporarily stored as overburden separated gravel (27) which in the second working pass is thrown onto the remediation layer (26) and forms a protective layer ( 28) is leveled.
    [3]
    3. The method according to claim 2, characterized in that before the discharge of gravel (27) a film (29) on the rehabilitation layer (26) is stored.
    [4]
    4. The method according to claim 1, characterized in that by the clearing chain (8) recorded gravel (9) is cleaned and discarded after temporary storage to form a ballast bed on the rehabilitation layer (26).
    [5]
    5. Machine with crawler tracks, a clearing chain (8) for receiving ballast (9), a screening device (10) and with a device provided for the introduction of bulk material ejection device (22), for carrying out a method according to claim 1, characterized by the following features: a) - with respect to a working direction (4) of the machine (1) - behind the rear crawler (6) is an outlet opening (14) having bulk material storage (13) arranged as a discharge device (22), b) in front of the bulk material store (13) arranged in a machine transverse direction of each other, height adjustable by drives Aufreißzähne (18) for loosening a Erdplanums (19), c) with respect to the working direction (4) behind the bulk material store (13) a leveling and compacting device (15) is provided.
    类似技术:
    公开号 | 公开日 | 专利标题
    EP0629744B1|1997-12-29|Method and arrangement for the subgrade-rehabilitation of a ballast for a track
    DE3227725C2|1991-04-25|
    EP0255564B1|1989-07-19|Machine for replacing or renewing the rails and sleepers of an existing track
    AT505909A4|2009-05-15|METHOD AND MACHINE FOR COMPACING SCOTTER OF A JOINT
    DE4237712C2|2001-05-17|Plant for the production of a formation protection layer
    EP1172481B1|2005-09-14|Railway track renewal machine
    EP0712961B1|1998-06-10|Method and arrangement for the subgrade-rehabilitation of the ballast of a railway track
    EP3317460B1|2019-08-07|Method and machine for stabilizing a subgrade
    EP1179634B1|2005-03-30|Railway track renewal machine
    DE202008003589U1|2009-07-30|Track rehabilitation machine with base layer milling machine
    DE3634398C2|1994-09-29|Mobile system for the continuous renewal of the rails and sleepers of a track
    AT520040A1|2018-12-15|Rail vehicle for track superstructure renovation
    EP2931973B1|2017-08-02|Method and machine for cleaning ballast of a track
    EP1939354A2|2008-07-02|Method and device for manufacturing or renovation of a scrapped railway track
    EP2852706B1|2016-07-13|Method for repairing a ballast bed of a track
    CH474618A|1969-06-30|Process for cleaning, leveling and compacting the ballast of track beds and at the same time stabilizing the subgrade with the track lying flat, as well as a machine for carrying out the process
    AT511472A4|2012-12-15|METHOD FOR RESTORING A SCHOTTERBETTUNG A JOINT
    AT14304U1|2015-08-15|Method of renewing a ballast bed of a track
    DE102018205720A1|2019-10-17|Remediation device and method for producing a protective layer | of railway lines
    DE4236487C2|1998-04-09|Process for renewing the superstructure of a web body and machine for use in this process
    DE4315716A1|1994-11-17|Apparatus for producing a track-ballast formation
    CH708506B1|2017-11-30|Vehicle association and method of renewing a track.
    DE19529023A1|1997-01-30|Substructure reconstruction under traffic way, esp. railway track - involves channel formed in one or more sections next to running track or in region of it to accommodate old material dug out from under track, and then old material is replaced with new
    同族专利:
    公开号 | 公开日
    ES2747750T3|2020-03-11|
    CN107787385A|2018-03-09|
    EP3317460A1|2018-05-09|
    US10214864B2|2019-02-26|
    PL3317460T3|2020-01-31|
    WO2017001037A1|2017-01-05|
    US20180179709A1|2018-06-28|
    EP3317460B1|2019-08-07|
    AT517075B1|2016-11-15|
    CN107787385B|2019-10-08|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US2196205A|1938-06-29|1940-04-09|Benjamin H Flynn|Tamping and/or mixing machine|
    AT307476B|1967-09-08|1973-05-25|Plasser Bahnbaumasch Franz|Device for the subsequent application of a layer that shields the substructure from the bedding on existing track systems|
    AT398097B|1991-11-13|1994-09-26|Plasser Bahnbaumasch Franz|SYSTEM FOR PRODUCING A PLANUM PROTECTIVE LAYER|
    DE59403945D1|1993-08-31|1997-10-09|Plasser Bahnbaumasch Franz|Method of stabilizing an earthen level|
    ES2120158T3|1994-11-15|1998-10-16|Plasser Bahnbaumasch Franz|PROCEDURE AND DEVICE FOR THE SUBSOIL SANITATION OF THE GRAVILLA BED OF A VIA.|
    ATA13422001A|2001-08-23|2003-09-15|Plasser Bahnbaumasch Franz|MACHINE FOR MACHINING A RIDING BED|
    CN2880894Y|2005-09-09|2007-03-21|襄樊金鹰轨道车辆有限责任公司|Railway switch ballast cleaning machine|
    US7861439B2|2006-08-25|2011-01-04|J. Muller Ag, Maschineller Geleiseunterhalt|Method and device for renewing a ballast bed|
    DE202006019143U1|2006-12-18|2008-04-30|Wiebe Holding Gmbh & Co. Kg|Track construction machine for track restoration|
    AT11972U1|2010-08-02|2011-08-15|Plasser Bahnbaumasch Franz|APPENDIX FOR CLEANING A SHOCK|
    AT513248B1|2012-12-11|2014-03-15|Plasser Bahnbaumasch Franz|Method and machine for cleaning ballast of a track|US11118315B2|2018-02-22|2021-09-14|R&B Leasing, Llc|System and method for sub-grade stabilization of railroad bed|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA420/2015A|AT517075B1|2015-07-01|2015-07-01|Method of stabilizing a soil|ATA420/2015A| AT517075B1|2015-07-01|2015-07-01|Method of stabilizing a soil|
    PCT/EP2016/000906| WO2017001037A1|2015-07-01|2016-06-02|Method for stabilizing a subgrade|
    US15/736,368| US10214864B2|2015-07-01|2016-06-02|Method for stabilizing an earth formation|
    EP16726790.5A| EP3317460B1|2015-07-01|2016-06-02|Method and machine for stabilizing a subgrade|
    CN201680037155.XA| CN107787385B|2015-07-01|2016-06-02|Method for stable road bed face|
    ES16726790T| ES2747750T3|2015-07-01|2016-06-02|Procedure and machine for stabilizing a ground platform|
    PL16726790T| PL3317460T3|2015-07-01|2016-06-02|Method and machine for stabilizing a subgrade|
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