EP1103657A2 - Méthode de construction d'une voie ferrée sans ballast et dispositif de mise en oeuvre - Google Patents

Méthode de construction d'une voie ferrée sans ballast et dispositif de mise en oeuvre Download PDF

Info

Publication number
EP1103657A2
EP1103657A2 EP00125680A EP00125680A EP1103657A2 EP 1103657 A2 EP1103657 A2 EP 1103657A2 EP 00125680 A EP00125680 A EP 00125680A EP 00125680 A EP00125680 A EP 00125680A EP 1103657 A2 EP1103657 A2 EP 1103657A2
Authority
EP
European Patent Office
Prior art keywords
lifting
straightening
crossbar
support
track section
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.)
Withdrawn
Application number
EP00125680A
Other languages
German (de)
English (en)
Other versions
EP1103657A3 (fr
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
GSG Knape Gleissanierung GmbH
Original Assignee
GSG Knape Gleissanierung GmbH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by GSG Knape Gleissanierung GmbH filed Critical GSG Knape Gleissanierung GmbH
Publication of EP1103657A2 publication Critical patent/EP1103657A2/fr
Publication of EP1103657A3 publication Critical patent/EP1103657A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • 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
    • E01B29/02—Transporting, laying, removing, or renewing lengths of assembled track, assembled switches, or assembled crossings

Definitions

  • the following invention relates to a method of making a solid Rail track with the rails arranged transversely to the track load-bearing sleepers, which are cast in an upper base layer, the in turn is supported on a lower base layer, in which a prefabricated track section with rails and sleepers, so-called Track grid, using lifting and straightening devices above the lower one Base layer is positioned and set up before the top base layer is shed.
  • the present invention relates to a lifting and straightening device for positioning and setting up a track section above a lower base layer in the production of a solid rail track with a cross-beam spanning the road, on which Crossbar existing holding elements for holding and straightening to straighten the track section and support elements to support the Crossbeam to the side of the road.
  • the track section is usually aligned with lifting and Straightening devices that are designed like a portal. Because of the big one Weight of these lifting and straightening devices are mostly over the deposited track, over a parallel base layer or transported to their place of use by road vehicles. In particular with underground, city and trams, however, there is the problem that in Lane area little space is available.
  • the invention is therefore based on the object of a method of the beginning Specify the type in which this problem is solved.
  • Another object of the invention is a lifting and straightening device specify that also used without problems on underground, city and trams can be.
  • the first object is achieved in that the lifting and Straightening devices disassembled into parts transported to the place of use and before Be assembled in place.
  • the second object is achieved in that the lifting and straightening device consists of prefabricated parts, the lifting and Straightening device can be mounted.
  • On-site assembly By transporting the lifting and straightening device in parts and On-site assembly can be carried by light lifting devices for transport and assembly are used, which are also used in confined spaces can be, as they exist for example in subways.
  • the Transport can take place on the substructure for a parallel track or over the previously laid track section.
  • the lifting and straightening devices disassembled after completion of their use. Thereby can also be easily removed in confined spaces like the transport. It is particularly preferred if one once used lifting and straightening device is reused by disassembled into parts after each use, transported to the next place of use and reassembled there. By reuse the lifting and straightening device reduces the manufacturing costs.
  • the dismantling according to the invention enables reuse can also be implemented in confined spaces.
  • the lifting and Straightening device for fixing the track section at the same time Potting used and only disassembled when the top base course has become sufficiently firm. Separate fixatives and their Transport to and from the transport can be saved.
  • the lifting and straightening device can be used in the method according to the invention be hung in a trough. This method is particularly useful for subways advantageous where the fixed rail track in a concrete trough must be manufactured.
  • the lifting and straightening device can also on a lower base layer be supported. This method is advantageously used if there is no trough.
  • the lifting and Straightening devices also to support a formwork for the upper Base layer used. The delivery and removal of separate supports is saved.
  • additional supports used for the formwork, so that the lifting and straightening devices be dismantled before the additional supports can.
  • the lifting and straightening devices can be dismantled earlier and be used elsewhere.
  • the lifting and straightening devices are already dismantled as soon as the upper base layer has become so firm that the arranged position of the Track section is retained in the absence of external forces. Based on these Procedure, fewer lifting and straightening devices are required and cut costs accordingly.
  • the lifting and straightening device defined in claim 9 can be advantageous can be used in the method according to the invention. Through training the lifting and straightening device from prefabricated parts, which on Can be assembled in place of use, the device can be transported disassembled become.
  • the prefabricated Parts releasably connectable. So that the lifting and straightening device disassembled and used elsewhere.
  • the support elements of the lifting and straightening device are special Embodiment of the invention for the hanging support of the crossbar trained in a trough.
  • the support elements formed as a hanging device, with a vertical support strut, a Receiving element at its lower end for one end of the crossbar and a holding arm at the top.
  • This can be used in constructive a suspension device can be formed in an uncomplicated manner the lifting and straightening device in a precast trough, for example a local concrete trough of a subway.
  • the holding arm preferably has a height adjustment screw that can be supported on the trough on. This allows differences in height between the two Trough sides balanced and a desired height of the crossbar can be set above the lower base layer.
  • the vertical support struts of the lifting and straightening device preferably have Fastening means by means of which the support struts on a trough can be determined.
  • the set altitude can thus be fixed.
  • clamping devices are preferred on the vertical support struts provided by means of which the crossbar can be braced in the trough is. This means that the lateral position of the crossbar can also be fixed.
  • the support elements for standing support of the crossbar on a footprint educated preferably each include a stand that can be set up on the footprint, on each one end of the crossbar can be fixed. This makes it structurally less complex Realized an erectable lifting and straightening device.
  • the stands of the aforementioned lifting and straightening device preferably have Means for anchoring with the footprint and / or with the other stand. This will change the side position the lifting and straightening device avoided.
  • Means for anchoring with the footprint and / or with the other stand. This will change the side position the lifting and straightening device avoided.
  • mandrels or dowels or one that is stretched between the two stands Steel tape can be used.
  • the crossbar can be according to a further embodiment of the invention optionally with support elements for hanging support or with support elements be connectable for standing support. It must therefore advantageously only one type of crossbeam is provided, which can further reduce costs.
  • the crossbar a lifting straightening bar, with means for holding and means for Straightening a track section. It is preferred between the crossbar and lifting-straightening bar an adjusting screw to adjust the mutual Height of the two rails of the track section effective.
  • the Holding and straightening a track section can be done with such a device be carried out advantageously.
  • the lifting straightening beam at least one spirit level device for adjustment and control of the mutual altitude.
  • the spirit level device can in particular in advance to a required Cant be set. The alignment of the track section will thereby simplified.
  • the invention is between the crossbar and lifting / leveling bar another adjustment screw for fine stone adjustment of the track section together with the first set screw for the mutual Altitude effective.
  • the two set screws are preferred end regions of the lifting / alignment bar facing away from one another, so that the height of the Track section can be fine-tuned while twisting only the one set screw the mutual altitude is set.
  • the leveling beam can be aligned lengthways to the side of the track section the crossbeam can be designed to be displaceable. But it is also possible the crossbar relative to the side support members in the direction of Slidably connect the longitudinal axis with the lateral support elements.
  • the cross-beam serves as a sliding track for the lifting-straightening beam.
  • suitable are on the side support elements Slideways provided.
  • a measuring device is provided, by means of which the lateral position of the track section relative to a lateral measuring point, for example checked and adjusted relative to the side wall of the trough can.
  • This can be optical, mechanical or other Act measuring devices, in particular due to the Trough wall attached measurement data can be set.
  • the page direction of the track section is simplified.
  • the brackets are preferred for detachable fastening of the formwork parts educated. This is particularly advantageous if the formwork parts according to a further embodiment of the invention additionally independent Have support means.
  • the lifting and straightening device can then detached from the brackets and disassembled before the upper one Base layer is fully hardened. The lateral support of the upper one Base layer until complete curing takes place separately supported formwork parts.
  • Fig. 1 shows an example of the situation when installing a fixed rail track for a subway.
  • a track section 2 is in a concrete trough 1 to be installed with a cant h.
  • the track section 2 in the height and laterally aligned and poured into a concrete layer 3.
  • the trough 1 comprises a floor 4 as the lower base layer of the railroad track and two side walls 5 and 6.
  • FIG. 2 and 3 is a lifting and straightening device according to the invention can be removed for use in the installation of a track section 2 according to FIG. 1. It comprises a crossbar 7 and two lateral support elements 8 for supporting the crossbar 7 in the concrete trough 1, of which only one is shown.
  • the lateral support elements 8 each include a vertical support strut 9, at the lower end of a receiving shoe 10 is arranged, in which the crossbar 7 with one end each is insertable.
  • the support struts 9 each have a the crossbar 7 on the outward-pointing support arm 11, the over a set screw 12 on the top of the respective side wall 5, 6 of the Troges 1 is supported.
  • the vertical support strut 9 also has a locking screw 13 by means of which the lateral support element 8 on the side wall 5, 6th the concrete trough 1 can be determined. Furthermore are in the vertical support strut 9 locking screws 14 mounted on the one hand on the side wall Support 5, 6 of the concrete trough 1 and on the other hand on the crossbar 7. By the two locking screws 14 on both sides the crossbar 7 can secure it against lateral displacement become.
  • the locking screw 13 is used in particular to determine the Height of the lateral support elements 8 and thus the crossbar 7, which are set via the set screws 12 of the two lateral support elements 8 can be. It can also with the two set screws 12 a height difference between the two side walls 5 and 6 of the concrete trough 1 be balanced. Also the lateral position of the crossbar 7 can be set using the locking screws 14, then the two receiving shoes 10 act as a slideway for the crossbar 7.
  • the cross-member 7 carries, as shown in Fig. 3, over two further setscrews 15 and 16 arranged below the crossbar 7 Lifting straightening beam 17.
  • the lifting straightening beam 17 is on the set screws 15 and 16 are each pivoted about a horizontal axis I, II, in order to adjust the adjusting screws 15 accordingly and 16 set a desired elevation of the lifting straightening beam 17 to be able to.
  • the set screw 15 is for setting the desired Cant formed while the adjusting screw 16 for fine stone adjustment the height of the leveling beam 17 together with the Set screw 15 is formed.
  • the lifting-straightening beam 17 has two rail tongs 18, in which the two rails 19 of a track section connected via sleepers 31 2 can be hung.
  • the lifting-straightening beam 17 has a spirit level device 20 which preset to a desired elevation by means of an adjusting screw 21 can be.
  • Another spirit level device 22 is on the Crossbar 7 provided for the horizontal alignment of the crossbar 7 to enable.
  • the two setscrews 15 and 16 which are between the crossbar 7 and the lifting-straightening beam 17 are effective in a receptacle 23 the crossbar 7 is displaceable in the direction of the longitudinal axis III of the crossbar 7 guided.
  • an adjusting device in particular the one shown Spindle gear 24, the two setscrews 15 and 16 moved together with the lifting-straightening beam 17 along the crossbar 7 become.
  • the lateral position of the lifting-straightening beam 17 and thus the same section 2 can be set.
  • displaceable measuring rod 25 is provided, which to a desired Lateral position of track section 2 can be preset.
  • a measuring rod 25 other measuring devices, for example optical measuring devices are used.
  • the crossbar 7 is with the receiving shoes 10 of the two side Support elements 8 each releasably connected, for example screwed.
  • On the lifting and straightening device according to the invention cannot do this only assembled on site, but also subsequently disassembled and can be used again elsewhere.
  • the lifting and Straightening device can also easily be in place Parts to be transported. It can be quickly assembled on site and takes up little space.
  • Support elements 8, here for standing support of the crossbar 7 are formed on a base layer 4.
  • the side support elements 8 each include stands 26, which can be set up on the base layer 4 the upper ends of the crossbar 7 can be detachably connected.
  • For anchoring the stand 26 with the lower base layer 4 or another Footprint each have a mandrel 27.
  • Support struts 28 are provided. Between the two struts 26 can also a metal strip, in particular steel strip 29, which is a lateral movement of the two stands 26 prevented.
  • the stands 26 also have holding elements 30 for formwork parts on, but additionally with separate supports and brackets are secured so that the lifting and straightening device according to the invention removed before the upper base layer 3 has set completely can be. Also in the variant shown in FIGS. 2 and 3 the lifting and straightening device according to the invention can be such Formwork holder must be attached.
  • the lifting and straightening device according to FIG. 4 is also in disassembled form transported to the site.
  • the side parts 8 of the crossbar 7 solved.
  • the lifting beam 17 from the crossbar 7 can be solved.
  • the transport can be done as well as with the variant described above, by means of light transport devices be accomplished so that the lifting and Straightening device can also be used in poorly accessible locations is, for example for underground, city and trams.
  • the lifting and straightening device according to the invention is dismantled and can be transported to the next location. This can already take place when the upper base layer has set so far, that the set position of the track section 2 without external influence Powers no longer changes.
  • the formwork remains due to their own supports and brackets until the upper one Base layer 3 is fully cured.
  • the transport and assembly of the lifting and Straightener is either on the lower base layer 4th set up or suspended in the trough 1. Then the crossbar 7 aligned horizontally and adjusted in height. Then the Track section 2 over the rails 19 into the rail tongs 18 of the lifting-straightening beam 17 hung. About the screw 15 can then mutual height of the rails 19 can be set. About the two Set screws 14 or the spindle gear 24, the side position of track section 2 set. Before casting the track section 2 can then still a fine stone setting via the adjusting screws 15 and 16 the height of the track section 2 can be made.
  • the inventive one can Lifting and straightening device can be removed by the Rail tongs 18 are released from the rails 19. Then the Lifting and straightening device disassembled by the two side support elements 8 from the crossbar 7 and, if applicable, the lifting beam 17 can also be released from the crossbar 7.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP00125680A 1999-11-24 2000-11-23 Méthode de construction d'une voie ferrée sans ballast et dispositif de mise en oeuvre Withdrawn EP1103657A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE1999156474 DE19956474A1 (de) 1999-11-24 1999-11-24 Verfahren zum Herstellen einer festen Fahrbahn und Vorrichtung zur Verwendung hierbei
DE19956474 1999-11-24

Publications (2)

Publication Number Publication Date
EP1103657A2 true EP1103657A2 (fr) 2001-05-30
EP1103657A3 EP1103657A3 (fr) 2002-06-19

Family

ID=7930137

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00125680A Withdrawn EP1103657A3 (fr) 1999-11-24 2000-11-23 Méthode de construction d'une voie ferrée sans ballast et dispositif de mise en oeuvre

Country Status (2)

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EP (1) EP1103657A3 (fr)
DE (1) DE19956474A1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003066964A1 (fr) * 2002-02-02 2003-08-14 Rte Technologie Gmbh Dispositif pour regler l'ecartement d'une voie
EP1270813A3 (fr) * 2001-06-29 2003-12-10 Pfleiderer Infrastrukturtechnik GmbH & Co. KG Portique pour ajuster les voies ferrées
WO2005033409A1 (fr) * 2003-10-09 2005-04-14 Koninklijke Bam Groep N.V. Procede et dispositif de pose d'un tronçon de voie ferree
CN100439599C (zh) * 2006-04-21 2008-12-03 中铁一局集团有限公司 地铁窄盾构井吊点置换式钢轨下吊施工方法
ES2364635A1 (es) * 2011-03-24 2011-09-08 Tecsa Empresa Constructora, S.A Máquina automática de nivelación y alineación de vía ferroviaria en placas, previas al hormigonado.
CN102704360A (zh) * 2012-06-18 2012-10-03 中铁三局集团有限公司 无砟轨道底座板施工方法
CN103267508A (zh) * 2013-06-08 2013-08-28 中铁十七局集团第四工程有限公司 一种无砟轨道道床板平整度检测尺及使用检测方法
CN104988816A (zh) * 2015-05-26 2015-10-21 上海同罡建筑工程有限公司 轨道板抬升方法
WO2019047307A1 (fr) * 2017-09-07 2019-03-14 朱秀青 Dispositif de positionnement d'élévation et de commande de pente de drainage

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102013203018A1 (de) 2012-09-07 2014-05-28 Bayerische Motoren Werke Aktiengesellschaft Zahnradgetriebe
CN105839475B (zh) * 2016-03-28 2018-05-18 中铁二十二局集团第一工程有限公司 一种整体道床施工方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3042725A1 (de) * 1980-11-13 1982-06-16 Ed. Züblin AG, 7000 Stuttgart Verfahren zur herstellung einer elastisch gelagerten, schotterlosen oberbaukonstruktion fuer schienenbahnen
DE3539225A1 (de) * 1985-11-05 1987-05-14 Max Knape Gmbh & Co Fa Verfahren zum einbau eines gleisrosts
DE3901347A1 (de) * 1989-01-18 1990-07-26 Heilit & Woerner Bau Ag Verfahren und vorrichtung zur herstellung eines schotterlosen gleisoberbaus
FR2691484B1 (fr) * 1992-05-22 1994-07-29 Vanotti Gerard Procede de construction d'une voie ferree dans du beton.
DE19800218A1 (de) * 1998-01-06 1999-07-15 Butzbacher Weichenbau Gmbh Verfahren und Vorrichtung zum Transportieren eines Gleisabschnitts

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1270813A3 (fr) * 2001-06-29 2003-12-10 Pfleiderer Infrastrukturtechnik GmbH & Co. KG Portique pour ajuster les voies ferrées
WO2003066964A1 (fr) * 2002-02-02 2003-08-14 Rte Technologie Gmbh Dispositif pour regler l'ecartement d'une voie
WO2005033409A1 (fr) * 2003-10-09 2005-04-14 Koninklijke Bam Groep N.V. Procede et dispositif de pose d'un tronçon de voie ferree
NL1024494C2 (nl) * 2003-10-09 2005-04-15 Konink Bam Groep Nv Werkwijze en inrichting voor het aanleggen van een spoortraject.
CN100439599C (zh) * 2006-04-21 2008-12-03 中铁一局集团有限公司 地铁窄盾构井吊点置换式钢轨下吊施工方法
ES2364635A1 (es) * 2011-03-24 2011-09-08 Tecsa Empresa Constructora, S.A Máquina automática de nivelación y alineación de vía ferroviaria en placas, previas al hormigonado.
US8794157B2 (en) 2011-03-24 2014-08-05 Tecsa Empresa Constructora, S.A. Automatic machine for leveling and alignment of railway in plate, prior to the concrete
CN102704360A (zh) * 2012-06-18 2012-10-03 中铁三局集团有限公司 无砟轨道底座板施工方法
CN103267508A (zh) * 2013-06-08 2013-08-28 中铁十七局集团第四工程有限公司 一种无砟轨道道床板平整度检测尺及使用检测方法
CN104988816A (zh) * 2015-05-26 2015-10-21 上海同罡建筑工程有限公司 轨道板抬升方法
WO2019047307A1 (fr) * 2017-09-07 2019-03-14 朱秀青 Dispositif de positionnement d'élévation et de commande de pente de drainage

Also Published As

Publication number Publication date
DE19956474A1 (de) 2001-05-31
EP1103657A3 (fr) 2002-06-19

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