EP0980931B2 - Einbauverfahren für eine feste Schienenfahrbahn - Google Patents
Einbauverfahren für eine feste Schienenfahrbahn Download PDFInfo
- Publication number
- EP0980931B2 EP0980931B2 EP99114454A EP99114454A EP0980931B2 EP 0980931 B2 EP0980931 B2 EP 0980931B2 EP 99114454 A EP99114454 A EP 99114454A EP 99114454 A EP99114454 A EP 99114454A EP 0980931 B2 EP0980931 B2 EP 0980931B2
- Authority
- EP
- European Patent Office
- Prior art keywords
- reinforcement
- sleepers
- track
- installing according
- installing
- 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.)
- Expired - Lifetime
Links
Images
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
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/10—Making longitudinal or transverse sleepers or slabs in situ or embedding them
Definitions
- the invention relates to an installation method for a fixed railroad, in which the Rail tracks or auxiliary tracks carrying concrete sleepers, initially be pre-assembled to a track grid, then Positionally adjusted over a backing layer and embedded in a potting compound.
- the invention is therefore based on the object to provide an installation method that improves upon Integration of the thresholds and a cheaper one Vibration behavior of the fixed carriageway easier, be carried out faster and cheaper can.
- the sleepers can be both single-block concrete sleepers as well as two-block concrete sleepers, their reinforcement substantially parallel to the threshold axis extending, connected by brackets Structural steel bars includes, acting as fasteners continuously through both individual blocks extend. This training in which the fasteners then of course in the potting compound are finally embedded, results in particularly elastic-elastic solid lanes.
- the reinforcement in particular the two-block sleepers, so-called lattice girder with three the edges of a triangular prism forming longitudinal bars and two connecting meandering snakes.
- lattice girders are commercially available, so that the often elaborate prefabrication of a Reinforcement basket is omitted or the simple Connecting multiple lattice girders limited.
- the invention provides a threshold, at the continuous reinforcement of the threshold below from the partially executed concrete casing protrudes and the partial concreting on top with from one end of the threshold to the other at the end of the threshold the run level of the rails inclined Abziehkanten provided for the potting compound is, the inclination should be about 1%. The easiest let these inclined running Abziehkanten Achieve that the entire top of the Partial concreting of the sleepers - with the exception, of course the rail fastening hump - as inclined Level is formed.
- the thresholds with a more accurate measurement during installation enabling height markings to provide.
- a hydraulic bonded base layer 1 a track grid with a Plurality of concrete sleepers 2, which by track 3 or are connected to the track grid and where the reinforcement the concrete sleepers at least partially from the only incomplete concreting 5 of the Threshing protrudes, arranged so that the rail top edges run in the desired later Fahrbahneben, while the reinforcement over the Surface 6 of the hydraulically bound support layer 1 is arranged.
- a support reinforcement 7 of longitudinal and transverse reinforcing rods arranged, in special cases, if necessary directly to the bottom of the reinforcement 8 of the Thresholds 2 can be tethered.
- This carrying reinforcement 7 forms the actual main reinforcement of the fixed Roadway and functionally equivalent to the reinforcement, in the previous installation method with prefabricated Betontrog stiffened this concrete trough.
- the adjustment of the threshold grate over the hydraulically bound support layer 1 is done with the help of threaded spindles.
- the adjusting device shown comprises a height adjustment spindle 9, which extends over a Plate 10 on the surface 6 of the hydraulically bound Supporting layer 1 and supported by a threaded hole the horizontal leg 11 of a support bracket 12 runs on which the reinforcement 8 of the Threshold 2 rests.
- the vertical, also with one Tapped leg 13 of the support bracket 12 is from one to horizontal side adjustment Serving threaded spindle 14 passes through, which is in turn, on the inside of a movable removable Formwork 15 is supported.
- the thresholds is supposed to be just the vertical adjustment serving threaded spindle. 9 after appropriate partial hardening of the concrete or the other potting compound 17 unscrewed. All remaining parts of the spindle adjustment can in the potting compound remain.
- the top edge 24 of the thresholds 2, as the peel edge for the filling concrete or the potting compound 17th is opposite the rail running plane with a Inclined of about 1%, so that after installation the sleepers enter the fixed carriageway automatically Water drainage from the middle to the road side edge is guaranteed.
- a Inclined of about 1% so that after installation the sleepers enter the fixed carriageway automatically Water drainage from the middle to the road side edge is guaranteed.
- two railways arranged next to each other in which case the installation is done so that the thresholds of the left Lane are tilted to the left with their top, and the others to the right.
- the invention is not limited to those shown Embodiments limited. So it would be next other alternative ways to adjust the Track grates over the hydraulically bound base course 1 also possible, instead of the shown one-block concrete sleepers with bottom protruding reinforcement 8 to use two-block concrete sleepers in which the reinforcement extends continuously and between exposed to the individual blocks. Furthermore the reinforcement of the sleepers could also be in others Be formed manner, as the illustrated preferred Training as a lattice gurantee.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Railway Tracks (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19837360A DE19837360C2 (de) | 1998-08-18 | 1998-08-18 | Einbauverfahren für eine feste Schienenfahrbahn |
DE19837360 | 1998-08-18 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0980931A1 EP0980931A1 (de) | 2000-02-23 |
EP0980931B1 EP0980931B1 (de) | 2002-10-30 |
EP0980931B2 true EP0980931B2 (de) | 2005-07-27 |
Family
ID=7877861
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99114454A Expired - Lifetime EP0980931B2 (de) | 1998-08-18 | 1999-07-23 | Einbauverfahren für eine feste Schienenfahrbahn |
Country Status (12)
Country | Link |
---|---|
US (1) | US6237856B1 (es) |
EP (1) | EP0980931B2 (es) |
JP (1) | JP4090157B2 (es) |
AR (1) | AR029146A1 (es) |
AT (1) | ATE226991T1 (es) |
BR (1) | BR9903729A (es) |
CA (1) | CA2279638C (es) |
DE (2) | DE19837360C2 (es) |
DK (1) | DK0980931T4 (es) |
ES (1) | ES2182437T5 (es) |
PT (1) | PT980931E (es) |
TW (1) | TW440643B (es) |
Families Citing this family (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10004346C2 (de) * | 1999-01-27 | 2001-11-29 | Betonwerk Rethwisch Gmbh | Troglose Feste Fahrbahn, Verfahren und Schwellen dafür |
DE19948003A1 (de) * | 1999-10-06 | 2001-04-12 | Boegl Max Bauunternehmung Gmbh | Stahlbetonfertigteilplatte |
DE10004626C2 (de) * | 2000-02-03 | 2003-11-27 | Walter Heilit Verkehrswegebau | Verfahren zur Herstellung einer Entgleisungsschutzanordnung bei einer Schienenfahrbahn, eine Entgleisungsschutzanordnung umfassende Schienenfahrbahn und Entgleisungsschutzanordnung |
DE10009506B4 (de) * | 2000-02-29 | 2008-06-19 | Rail.One Gmbh | Betonlose Schwelle |
KR100704943B1 (ko) * | 2003-01-21 | 2007-04-09 | 레일 원 게엠베하 | 궤도 스판 높이 조절용 스크류 장치 |
TWI260360B (en) * | 2003-05-06 | 2006-08-21 | Bombardier Transp Gmbh | Cross-tie |
DE102005013736A1 (de) * | 2005-03-22 | 2006-09-28 | Max Bögl Bauunternehmung Gmbh & Co.Kg | Gleisanlage und Betonplatte einer Festen Fahrbahn |
DE102005018195A1 (de) * | 2005-04-19 | 2006-11-02 | Rail.One Gmbh | Feste Fahrbahn für Schienenfahrzeuge und Verfahren zu ihrer Herstellung |
NL1030145C2 (nl) * | 2005-10-07 | 2007-04-11 | Konink Bam Groep Nv | Werkwijze voor het instorten van bielzen en daarvoor gebruikte bekisting. |
US7942342B2 (en) | 2007-04-25 | 2011-05-17 | Scott Powers | Railway tie of non-homogeneous cross section useful in environments deleterious to timber |
US8430334B1 (en) | 2007-04-25 | 2013-04-30 | Jonathan Jaffe | Railroad tie of non-homogeneous cross section useful in environments deleterious to timber |
WO2012079526A1 (zh) * | 2010-12-17 | 2012-06-21 | 中国铁道科学研究院铁道建筑研究所 | 板式无砟轨道预应力混凝土轨道板 |
CN102162209B (zh) * | 2010-12-31 | 2012-09-05 | 北京中铁房山桥梁有限公司 | 时速350km高速道岔岔枕及其制造工法 |
CN102031731B (zh) * | 2010-12-31 | 2012-05-30 | 北京中铁房山桥梁有限公司 | 板式无砟轨道道岔板及其制造工法 |
US9689116B2 (en) * | 2011-04-05 | 2017-06-27 | Newstyle Nominees Pty Ltd. | Rail track sleeper support |
US8720157B1 (en) * | 2011-05-31 | 2014-05-13 | Astro Engineering & Manufacturing, Inc. | Rail gauge leveling tie |
US8480008B1 (en) * | 2011-11-15 | 2013-07-09 | Jim Arnold | Rail controller mounting apparatus |
CN102587228B (zh) * | 2012-03-29 | 2014-01-22 | 莱芜美澳冶金科技有限公司 | 一种防松强锚固大调高量扣件 |
EP2740842B1 (de) * | 2012-12-07 | 2017-09-27 | Sonneville AG | Verfahren zum Umbau eines Schottergleises in eine feste Fahrbahn |
CN105274911A (zh) * | 2015-11-17 | 2016-01-27 | 中铁四局集团有限公司 | 地铁既有整体道床切割凿除顶推破除改造施工方法 |
CN113512916B (zh) * | 2021-04-24 | 2023-03-31 | 于洋 | 一种用于自动化码头轨道安装的轨枕输送机器人 |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3539225A1 (de) * | 1985-11-05 | 1987-05-14 | Max Knape Gmbh & Co Fa | Verfahren zum einbau eines gleisrosts |
DE4313105A1 (de) * | 1993-04-22 | 1994-11-03 | Walter Bau Ag | Verfahren zum Herstellen eines schotterlosen Gleisoberbaus und ein nach dem Verfahren hergestellter Gleisoberbau |
DE4442497C2 (de) * | 1994-11-30 | 1997-04-17 | Hochtief Ag Hoch Tiefbauten | Schotterloses Oberbausystem für zumindest ein Eisenbahngleis |
DE19508107C1 (de) * | 1995-03-08 | 1996-11-14 | Pfleiderer Verkehrstechnik | Verfahren und Vorrichtung zum Aufbau einer festen Schienenfahrbahn |
DE19653858C2 (de) * | 1996-12-21 | 2001-11-08 | Pfleiderer Infrastrukturt Gmbh | Einbauverfahren für eine feste Schienenfahrbahn |
DE19708896C2 (de) * | 1997-03-05 | 1999-02-04 | Wayss & Freytag Ag | Feste Fahrbahn, vornehmlich für den Weichenbereich |
DE19741059C1 (de) * | 1997-09-18 | 1999-05-06 | Wayss & Freytag Ag | Verfahren zur Herstellung einer Festen Fahrbahn für schienengebundenen Verkehr, sowie eine Feste Fahrbahn zur Durchführung des Verfahrens |
-
1998
- 1998-08-18 DE DE19837360A patent/DE19837360C2/de not_active Expired - Lifetime
-
1999
- 1999-07-23 EP EP99114454A patent/EP0980931B2/de not_active Expired - Lifetime
- 1999-07-23 PT PT99114454T patent/PT980931E/pt unknown
- 1999-07-23 DK DK99114454T patent/DK0980931T4/da active
- 1999-07-23 ES ES99114454T patent/ES2182437T5/es not_active Expired - Lifetime
- 1999-07-23 AT AT99114454T patent/ATE226991T1/de active
- 1999-07-23 DE DE59903231T patent/DE59903231D1/de not_active Expired - Lifetime
- 1999-08-04 CA CA002279638A patent/CA2279638C/en not_active Expired - Lifetime
- 1999-08-11 AR ARP990104029A patent/AR029146A1/es active IP Right Grant
- 1999-08-16 TW TW088113947A patent/TW440643B/zh not_active IP Right Cessation
- 1999-08-17 US US09/375,990 patent/US6237856B1/en not_active Expired - Lifetime
- 1999-08-17 JP JP23018099A patent/JP4090157B2/ja not_active Expired - Fee Related
- 1999-08-18 BR BR9903729-7A patent/BR9903729A/pt not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
BR9903729A (pt) | 2001-03-20 |
CA2279638A1 (en) | 2000-02-18 |
ES2182437T5 (es) | 2006-02-01 |
DK0980931T4 (da) | 2005-10-03 |
US6237856B1 (en) | 2001-05-29 |
DE19837360C2 (de) | 2002-02-21 |
ATE226991T1 (de) | 2002-11-15 |
DE19837360A1 (de) | 2000-03-02 |
TW440643B (en) | 2001-06-16 |
AR029146A1 (es) | 2003-06-18 |
JP2000064209A (ja) | 2000-02-29 |
DE59903231D1 (de) | 2002-12-05 |
CA2279638C (en) | 2005-05-31 |
ES2182437T3 (es) | 2003-03-01 |
DK0980931T3 (da) | 2003-03-03 |
EP0980931B1 (de) | 2002-10-30 |
JP4090157B2 (ja) | 2008-05-28 |
PT980931E (pt) | 2003-03-31 |
EP0980931A1 (de) | 2000-02-23 |
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