EP1039031A1 - Method for making a track structure - Google Patents
Method for making a track structure Download PDFInfo
- Publication number
- EP1039031A1 EP1039031A1 EP00105576A EP00105576A EP1039031A1 EP 1039031 A1 EP1039031 A1 EP 1039031A1 EP 00105576 A EP00105576 A EP 00105576A EP 00105576 A EP00105576 A EP 00105576A EP 1039031 A1 EP1039031 A1 EP 1039031A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- height
- sleepers
- rails
- base layer
- 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.)
- Granted
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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
- 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
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B35/00—Applications of measuring apparatus or devices for track-building purposes
- E01B35/02—Applications of measuring apparatus or devices for track-building purposes for spacing, for cross levelling; for laying-out curves
-
- 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
-
- 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
Definitions
- the present invention relates to a method, method of manufacture a solid track for rail vehicles with a base layer, in particular made of asphalt or concrete, on which the rails carrying the rails Thresholds are placed and anchored, in which a track section laid out of sleepers and rails on the base layer and anchored, checked the height of the laid track section and, in particular by inserting height compensation plates between the threshold and Rail, is corrected.
- Solid carriageways of the type described are particularly suitable for high ones Speeds are used because of the high accuracy requirements to the track position are to be met.
- the base course on which the tracks can be placed with a very high accuracy become. However, this accuracy is not sufficient to be at high speeds to maintain the required accuracy.
- the fluctuations in altitude the base course must therefore be balanced.
- the manufacturing tolerances of the sleepers and possibly the Rails are balanced. This is done in known methods of described type by inserting compensation plates between Threshold and rail.
- the invention has for its object the method of the above Way to improve and simplify.
- This object is achieved in that the height of the base layer the intended support points of the sleepers and the thicknesses of the Thresholds in the area of the support points for the rails are measured, that from the measured values the need for height compensation and its size is determined and that suitable compensation means already be attached when laying the track section.
- the height of the Rail measured at the bearing points on the sleepers and when determining height compensation is also taken into account.
- this measure can also compensate for the height tolerances of the rails and thus the deviations of the altitude of the laid track from the Setpoint can be further reduced.
- the measurement of the Height of the base course and / or the rail height when laying the Track section, especially immediately before placing a Threshold, with the compensating means before inserting the rail into the Sleepers are attached. This simplifies and improves the determination the bearing point to be measured on the base layer and it section of rail to be measured. By attaching the compensating means before the rail is inserted into the sleepers, there will be a loosening the rails from the sleepers to attach the compensating means dispensable.
- the threshold is reduced fixed against shifting. This ensures that the rail remains on the measured section of the base layer and the accuracy achieved by applying the compensating means the altitude remains unchanged.
- the height ratio is preferred when determining the height compensation between the left and right rails of a threshold, the altitude ratio successive thresholds and / or the longitudinal height ratio between two at a predetermined distance, for example five meters of mutually arranged measuring points are taken into account. This can take into account all the usual requirements for positional accuracy be worn.
- the position of the track section in the transverse direction preferably starting from the middle of the sleeper, aligned before fixing. This is advantageously not only the altitude 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 according to an embodiment of the invention by means of applied to the base layer Auxiliary points are made. Likewise, the determination can also be made about Lasers are made from fixed points. Have these methods of determination turned out to be particularly suitable.
- the measured Values, the compensatory measures taken and the final Track position documented. This means that the starting position can be called up at any time was given and with which measures which final result was achieved has been.
- A is preferably used to carry out the method according to the invention
- a base layer 1 On a base layer 1 there is a lower base layer 2, in particular one hydraulic bound base layer, and on top of this an upper base layer 3 applied.
- the upper base layer 3 can in particular consist of Concrete or asphalt exist. Thresholds are on the upper base layer 3 4 placed on which rails 5 and 6 fastened by means of clamping means 7 are.
- the sleepers 4 are attached to the upper base layer 3.
- the height H 1 of the upper base layer 3 is measured at the support points 10 for the sleepers 4 before the sleepers 4 are put down.
- the thicknesses D of the sleepers 4 at the support points 11 for the rails 5 and 6 and preferably also the heights H 2 of the rails 5, 6 are measured.
- the necessary compensatory measures are determined from these measured values in order to maintain the required accuracy of the altitudes.
- the neighborhood ratio i.e. the maximum permissible deviation of the heights of neighboring sleepers 4 or rail sections and the permissible height difference between two measuring points 12, 13 having a predetermined distance, in particular five meters, are taken into account.
- the maximum permissible deviation from the absolute altitude can be, for example, 5 mm
- the maximum deviation of the altitude of successive thresholds can be ⁇ 2 mm
- the maximum deviation between two spaced measuring points 12, 13 can also be ⁇ 2 mm.
- Height compensation plates are preferred to compensate for the altitude 14 inserted between the sleepers 4 and the rails 5, 6.
- the height adjustment plates 14 can have thicknesses between 2 and 12, for example mm. Exceptionally, 4 can exist on the threshold Intermediate plates 15 are used for leveling.
- the computer required for determining the height compensation can at the same time to control the threshold storage in the specified Threshold distance used in relation to the longitudinal direction of the track as well as for determining the threshold center for a directional Moving the threshold 4.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Platform Screen Doors And Railroad Systems (AREA)
- Magnetic Heads (AREA)
- Railway Tracks (AREA)
Abstract
Description
Die vorliegende Erfindung betrifft ein Verfahren Verfahren zur Herstellung einer festen Fahrbahn für Schienenfahrzeuge mit einer Tragschicht, insbesondere aus Asphalt oder Beton, auf welche die die Schienen tragenden Schwellen aufgelegt und verankert werden, bei welchem ein Gleisabschnitt aus Schwellen und Schienen auf der Tragschicht aufgelegt und verankert, die Höhenlage des verlegten Gleisabschnittes überprüft und, insbesondere durch Einlegen von Höhenausgleichsplatten zwischen Schwelle und Schiene, korrigiert wird.The present invention relates to a method, method of manufacture a solid track for rail vehicles with a base layer, in particular made of asphalt or concrete, on which the rails carrying the rails Thresholds are placed and anchored, in which a track section laid out of sleepers and rails on the base layer and anchored, checked the height of the laid track section and, in particular by inserting height compensation plates between the threshold and Rail, is corrected.
Feste Fahrbahnen der beschriebenen Art werden insbesondere für hohe Geschwindigkeiten eingesetzt, da hier hohe Genauigkeitsanforderungen an die Gleislage zu erfüllen sind. Die Tragschicht, auf welche die Gleise aufgelegt werden, kann zwar mit einer recht hohen Genauigkeit gefertigt werden. Diese Genauigkeit reicht jedoch nicht aus, um die bei hohen Geschwindigkeiten erforderliche Genauigkeit einzuhalten. Die Höhenschwankungen der Tragschicht müssen daher ausgeglichen werden. Außerdem müssen die Fertigungstoleranzen der Schwellen und eventuell der Schienen ausgeglichen werden. Dies erfolgt bei bekannten Verfahren der beschriebenen Art durch Einlegen von Ausgleichsplatten zwischen Schwelle und Schiene.Solid carriageways of the type described are particularly suitable for high ones Speeds are used because of the high accuracy requirements to the track position are to be met. The base course on which the tracks can be placed with a very high accuracy become. However, this accuracy is not sufficient to be at high speeds to maintain the required accuracy. The fluctuations in altitude the base course must therefore be balanced. Moreover the manufacturing tolerances of the sleepers and possibly the Rails are balanced. This is done in known methods of described type by inserting compensation plates between Threshold and rail.
Der Erfindung liegt die Aufgabe zugrunde, das Verfahren der eingangs beschriebenen Art zu verbessern und zu vereinfachen. The invention has for its object the method of the above Way to improve and simplify.
Diese Aufgabe wird dadurch gelöst, daß die Höhenlage der Tragschicht an den vorgesehenen Auflagerstellen der Schwellen sowie die Dicken der Schwellen im Bereich der Auflagerstellen für die Schienen gemessen werden, daß aus den gemessenen Werten das Erfordernis eines Höhenausgleichs und dessen Größe bestimmt wird und daß geeignete Ausgleichsmittel bereits beim Verlegen des Gleisabschnitts angebracht werden.This object is achieved in that the height of the base layer the intended support points of the sleepers and the thicknesses of the Thresholds in the area of the support points for the rails are measured, that from the measured values the need for height compensation and its size is determined and that suitable compensation means already be attached when laying the track section.
Durch das Vermessen der Höhenlage der Auflagerfläche der Tragschicht und der Schwellendicke im Bereich der Schienenauflage während des Verlegevorgangs kann ein notwendiger Höhenausgleich bereits vor dem Aufsetzen der Schwelle auf die Tragschicht und vor dem Einsetzen der Schienen in die Schwelle festgestellt werden. Dadurch können die notwendigen Ausgleichsmittel bereits beim Verlegen des Gleisabschnittes mit eingesetzt werden. Ein separater nachgeschalteter Arbeitsschritt entfällt dadurch. Das Verlegen wird dadurch insgesamt beschleunigt und vereinfacht.By measuring the height of the bearing surface of the base course and the threshold thickness in the area of the rail support during the Laying process can be a necessary height compensation before Place the threshold on the base layer and before inserting the Rails are found in the threshold. This allows the necessary Compensating means already when laying the track section be used. A separate subsequent work step is not necessary thereby. The installation is accelerated and simplified overall.
Nach einer Ausgestaltung der Erfindung wird zusätzlich die Höhe der Schiene an den Lagerstellen auf den Schwellen gemessen und bei der Bestimmung des Höhenausgleichs mit berücksichtigt. Durch diese Maßnahme können auch die Höhentoleranzen der Schienen ausgeglichen und damit die Abweichungen der Höhenlage des verlegten Gleises von dem Sollwert weiter verringert werden.According to one embodiment of the invention, the height of the Rail measured at the bearing points on the sleepers and when determining height compensation is also taken into account. By this measure can also compensate for the height tolerances of the rails and thus the deviations of the altitude of the laid track from the Setpoint can be further reduced.
Nach einer weiteren Ausgestaltung der Erfindung erfolgt die Messung der Höhenlage der Tragschicht und/oder der Schienenhöhe beim Verlegen des Gleisabschnitts, insbesondere jeweils unmittelbar vor dem Ablegen einer Schwelle, wobei die Ausgleichsmittel vor dem Einsetzen der Schiene in die Schwellen angebracht werden. Dies vereinfacht und verbessert die Bestimmung der auszumessenden Auflagerstelle auf der Tragschicht und es auszumessenden Schienenabschnitts. Durch das Anbringen der Ausgleichsmittel vor dem Einsetzen der Schiene in die Schwellen wird ein Lösen der Schienen von den Schwellen zum Anbringen der Ausgleichsmittel entbehrlich.According to a further embodiment of the invention, the measurement of the Height of the base course and / or the rail height when laying the Track section, especially immediately before placing a Threshold, with the compensating means before inserting the rail into the Sleepers are attached. This simplifies and improves the determination the bearing point to be measured on the base layer and it section of rail to be measured. By attaching the compensating means before the rail is inserted into the sleepers, there will be a loosening the rails from the sleepers to attach the compensating means dispensable.
Nach einer weiteren Ausgestaltung der Erfindung wird die Schwelle nach dem Absetzen gegen ein Verschieben fixiert. Hierdurch wird sichergestellt, daß die Schiene an dem ausgemessenen Abschnitt der Tragschicht verbleibt und die durch das Anbringen der Ausgleichsmittel erreichte Genauigkeit der Höhenlage erhalten bleibt.According to a further embodiment of the invention, the threshold is reduced fixed against shifting. This ensures that the rail remains on the measured section of the base layer and the accuracy achieved by applying the compensating means the altitude remains unchanged.
Bevorzugt wird bei der Bestimmung des Höhenausgleichs das Höhenverhältnis zwischen linker und rechter Schiene einer Schwelle, das Höhenlagenverhältnis aufeinander folgender Schwellen und/oder das Längshöhenverhältnis zwischen zwei in einem vorgegebenen Abstand, beispielsweise fünf Meter, zueinander angeordneten Meßpunkten berücksichtigt. Damit kann allen üblichen Anforderungen an die Lagegenauigkeit Rechnung getragen werden.The height ratio is preferred when determining the height compensation between the left and right rails of a threshold, the altitude ratio successive thresholds and / or the longitudinal height ratio between two at a predetermined distance, for example five meters of mutually arranged measuring points are taken into account. This can take into account all the usual requirements for positional accuracy be worn.
Nach einer weiteren Ausgestaltung der Erfindung wird die Lage des Gleisabschnitts in Querrichtung, vorzugsweise ausgehend von der Schwellenmitte, vor dem Fixieren ausgerichtet. Damit wird vorteilhafterweise nicht nur die Höhenlage sondern auch die Längsrichtung des Gleisabschnittes festgelegt, und es werden die Toleranzen verringert. According to a further embodiment of the invention, the position of the track section in the transverse direction, preferably starting from the middle of the sleeper, aligned before fixing. This is advantageously not only the altitude but also the longitudinal direction of the track section and the tolerances are reduced.
Die Bestimmung der Höhen- und Seitenlage des Gleisabschnitts kann nach einer Ausgestaltung der Erfindung mittels auf die Tragschicht aufgebrachter Hilfspunkte erfolgen. Ebenso kann die Bestimmung auch über Laser von Festpunkten aus erfolgen. Diese Methoden zur Bestimmung haben sich als besonders geeignet herausgestellt.The height and lateral position of the track section can be determined according to an embodiment of the invention by means of applied to the base layer Auxiliary points are made. Likewise, the determination can also be made about Lasers are made from fixed points. Have these methods of determination turned out to be particularly suitable.
Nach einer weiteren Ausgestaltung der Erfindung werden die gemessenen Werte, die vorgenommenen Ausgleichsmaßnahmen und die endgültige Gleislage dokumentiert. Damit ist jederzeit abrufbar, welche Ausgangslage gegeben war und mit welchen Maßnahmen welcher Endstand erreicht wurde.According to a further embodiment of the invention, the measured Values, the compensatory measures taken and the final Track position documented. This means that the starting position can be called up at any time was given and with which measures which final result was achieved has been.
Zur Durchführung des erfindungsgemäßen Verfahrens wird bevorzugt eine Verlegevorrichtung verwendet, auf welcher alle zur Durchführung des Verfahrens notwendigen Mittel vorhanden sind. Damit kann das Verlegen mit einer einzigen Vorrichtung erfolgen.A is preferably used to carry out the method according to the invention Laying device used, on which all to carry out the Procedural necessary funds are available. So that the laying can done with a single device.
Die Durchführung des erfindungsgemäßen Verfahrens wird nachfolgend beispielhaft anhand einer Zeichnung beschrieben. In dieser Zeichnung zeigen, in schematischer Darstellung,
- Fig. 1
- einen Querschnitt durch eine feste Fahrbahn mit aufgelegtem Gleis,
- Fig. 2
- einen Querschnitt durch einen Teil eines Gleisabschnitts und
- Fig. 3
- eine Draufsicht auf einen Fahrbahnabschnitt.
- Fig. 1
- a cross section through a solid carriageway with the track laid on it,
- Fig. 2
- a cross section through part of a track section and
- Fig. 3
- a plan view of a road section.
Auf einer Grundschicht 1 ist eine untere Tragschicht 2, insbesondere eine
hydraulische gebundene Tragschicht, und auf diese eine obere Tragschicht
3 aufgebracht. Die obere Tragschicht 3 kann insbesondere aus
Beton oder Asphalt bestehen. Auf die obere Tragschicht 3 sind Schwellen
4 aufgelegt, auf denen Schienen 5 und 6 mittels Spannmitteln 7 befestigt
sind. Die Schwellen 4 sind an der oberen Tragschicht 3 befestigt.On a base layer 1 there is a lower base layer 2, in particular one
hydraulic bound base layer, and on top of this an
Zur Durchführung des erfindungsgemäßen Verfahrens wird die Höhenlage
H1 der oberen Tragschicht 3 an den Auflagerstellen 10 für die Schwellen 4
vor dem Ablegen der Schwellen 4 gemessen. Ebenso werden die Dicken D
der Schwellen 4 an den Auflagerstellen 11 für die Schienen 5 und 6 sowie
bevorzugt auch die Höhen H2 der Schienen 5, 6 gemessen. Aus diesen
Meßwerten werden die notwendigen Ausgleichsmaßnahmen bestimmt, um
die geforderte Genauigkeit der Höhenlagen einzuhalten. Dabei wird neben
der zulässigen Abweichung von der absoluten Höhenlage das Nachbarschaftsverhältnis,
also die maximal zulässige Abweichung der Höhenlagen
benachbarter Schwellen 4 bzw. Schienenabschnitte sowie die zulässige
Höhendifferenz zwischen zwei einen vorgegebenen Abstand, insbesondere
von fünf Meter, aufweisenden Meßpunkten 12, 13 berücksichtigt. Die maximal
zulässige Abweichung von der absoluten Höhenlage kann beispielsweise
5 mm, die maximale Abweichung der Höhenlagen aufeinanderfolgender
Schwellen ± 2 mm und die maximale Abweichung zwischen zwei
beabstandeten Meßpunkten 12, 13 ebenfalls ± 2 mm betragen.To carry out the method according to the invention, the height H 1 of the
Zum Ausgleich der Höhenlagen werden bevorzugt Höhenausgleichsplatten
14 zwischen die Schwellen 4 und die Schienen 5, 6 eingesetzt. Die Höhenausgleichsplatten
14 können beispielsweise Dicken zwischen 2 und 12
mm aufweisen. Ausnahmsweise können an der Schwelle 4 vorhandene
Zwischenplatten 15 zum Höhenausgleich verwendet werden.Height compensation plates are preferred to compensate for the
Der für die Bestimmung des Höhenausgleichs erforderliche Rechner kann zugleich auch zur Steuerung der Schwellenablage im vorgegebenen Schwellenabstand in Bezug auf die Längsrichtung des Gleises eingesetzt werden sowie zur Bestimmung der Schwellenmitte für ein richtungsgenaues Verlegen der Schwelle 4.The computer required for determining the height compensation can at the same time to control the threshold storage in the specified Threshold distance used in relation to the longitudinal direction of the track as well as for determining the threshold center for a directional Moving the threshold 4.
Mit dem erfindungsgemäßen Verfahren kann in schneller und einfacher Weise eine Verlegung von Gleisen auf eine feste Tragschicht mit hoher Genauigkeit erfolgen. Ein zusätzlicher Arbeitsgang zum Ausgleichen der Höhenlagen ist nicht erforderlich. With the method according to the invention can be done faster and easier Way of laying tracks on a solid base layer with high accuracy respectively. An additional step to compensate for the altitude not necessary.
- 11
- Grundschichtbase layer
- 22nd
- untere Tragschichtlower base layer
- 33rd
- obere Tragschichtupper base layer
- 44th
- Schwellethreshold
- 55
- Schienerail
- 66
- Schienerail
- 77
- SpannmittelClamping device
- 1010th
- Auflagerstelle von 4Support point of 4
- 1111
- Auflagerstelle von 5, 6Support point of 5, 6
- 1212th
- erster Meßpunktfirst measuring point
- 1313
- zweiter Meßpunktsecond measuring point
- 1414
- HöhenausgleichsplatteHeight adjustment plate
- 1515
- ZwischenplatteIntermediate plate
- aa
- Abstand von 12, 13Distance of 12, 13
- DD
- Dicke von 4Thickness of 4
- H1 H 1
- Höhenlage von 3Altitude of 3
- H2 H 2
- SchienenhöheRail height
Claims (10)
dadurch gekennzeichnet,
daß die Höhenlage H1 der Tragschicht (3) an den vorgesehenen Auflagerstellen (10) der Schwellen (4) sowie die Dicken D der Schwellen (4) im Bereich der Auflagerstellen (11) für die Schienen (5, 6) gemessen werden, daß aus den gemessenen Werten H1, D das Erfordernis eines Höhenausgleichs und dessen Größe bestimmt wird und daß geeignete Ausgleichsmittel (14) bereits beim Verlegen des Gleisabschnitts angebracht werden.Method for producing a solid track for rail vehicles with a base layer (3), in particular made of asphalt or concrete, on which the sleepers (4) carrying the rails (5, 6) are placed and anchored, in which a track section made of sleepers (4) and rails (5, 6) placed and anchored on the base layer (3), the height of the laid track section checked and corrected, in particular by inserting height compensation plates (14) between the threshold (4) and rail (5, 6),
characterized,
that the height H 1 of the base layer (3) at the intended support points (10) of the sleepers (4) and the thicknesses D of the sleepers (4) in the area of the support points (11) for the rails (5, 6) are measured in such a way that from the measured values H 1 , D the need for a height compensation and its size is determined and that suitable compensation means (14) are already attached when the track section is being laid.
dadurch gekennzeichnet,
daß zusätzlich die Höhe (H2) der Schienen (5, 6) gemessen und bei der Bestimmung des Höhenausgleichs mit berücksichtigt wird.Method according to claim 1,
characterized,
that in addition the height (H 2 ) of the rails (5, 6) is measured and taken into account when determining the height compensation.
dadurch gekennzeichnet,
daß die Messung der Höhenlage H1 der Tragschicht (3) beim Verlegen des Gleisabschnitts, insbesondere jeweils unmittelbar vor dem Ablegen einer Schwelle (4) erfolgt, und daß die Ausgleichsmittel (14) vor dem Einsetzen der Schienen (5, 6) in die Schwellen (4) angebracht werden.Method according to claim 2,
characterized,
that the measurement of the height H 1 of the base layer (3) when laying the track section, in particular in each case immediately before laying down a threshold (4), and that the compensating means (14) before inserting the rails (5, 6) into the sleepers (4) be attached.
dadurch gekennzeichnet,
daß die Schwellen (4) nach dem Absetzen gegen ein Verschieben fixiert werden.Method according to one of the preceding claims,
characterized,
that the sleepers (4) are fixed against shifting after being set down.
dadurch gekennzeichnet,
daß bei der Bestimmung des Höhenausgleichs das Höhenverhältnis zwischen linker und rechter Schiene (5, 6) einer Schwelle (4), das Höhenlagenverhältnis aufeinanderfolgender Schwellen (4) und/oder das Längshöhenverhältnis zwischen zwei in einem vorgegebenen Abstand (a), beispielsweise 5 Meter, zueinander angeordneten Meßpunkten (12, 13) berücksichtigt wird.Method according to one of the preceding claims,
characterized,
that when determining the height compensation, the height ratio between the left and right rails (5, 6) of a threshold (4), the height ratio of successive thresholds (4) and / or the longitudinal height ratio between two at a predetermined distance (a), for example 5 meters, mutually arranged measuring points (12, 13) is taken into account.
dadurch gekennzeichnet,
daß die Seitenlage des Gleisabschnitts vor dem Fixieren ausgerichtet wird.Method according to one of the preceding claims,
characterized,
that the side position of the track section is aligned before fixing.
dadurch gekennzeichnet,
daß die Bestimmung der Höhen- und Seitenlage des Gleisabschnitts mittels auf die Tragschicht (3) aufgebrachter Hilfspunkte erfolgt. Method according to one of the preceding claims,
characterized,
that the determination of the height and lateral position of the track section is carried out by means of auxiliary points applied to the base layer (3).
dadurch gekennzeichnet,
daß die Bestimmung der Höhen- und Seitenlage des Gleisabschnitts über Laser von Festpunkten aus erfolgt.Method according to one of claims 1 to 6,
characterized,
that the determination of the height and lateral position of the track section is carried out by laser from fixed points.
dadurch gekennzeichnet,
daß die gemessenen Werte, die vorgenommenen Ausgleichsmaßnahmen und/oder die endgültige Gleislage dokumentiert werden.Method according to one of the preceding claims.
characterized,
that the measured values, the compensatory measures taken and / or the final track position are documented.
dadurch gekennzeichnet,
daß alle zur Durchführung des Verfahrens notwendigen Mittel auf einer einzigen automatischen Verlegevorrichtung vorgesehen sind.Method according to one of the preceding claims.
characterized,
that all the means necessary to carry out the method are provided on a single automatic laying device.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19912422A DE19912422A1 (en) | 1999-03-19 | 1999-03-19 | Process for making a solid track for rail vehicles |
| DE19912422 | 1999-03-19 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1039031A1 true EP1039031A1 (en) | 2000-09-27 |
| EP1039031B1 EP1039031B1 (en) | 2003-10-01 |
Family
ID=7901656
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP00105576A Expired - Lifetime EP1039031B1 (en) | 1999-03-19 | 2000-03-16 | Method for making a track structure |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP1039031B1 (en) |
| AT (1) | ATE251255T1 (en) |
| DE (2) | DE19912422A1 (en) |
| ES (1) | ES2204385T3 (en) |
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| CN103952951A (en) * | 2014-04-02 | 2014-07-30 | 北京建鼎国铁工程设计有限公司 | Process for high speed railway ballastless track construction |
| CN105951538A (en) * | 2016-06-03 | 2016-09-21 | 同济大学 | Deviation correcting structure and deviation correcting method for asymmetrical earth fill load deviation of high-speed railway roadbed |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111778780A (en) * | 2020-03-12 | 2020-10-16 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Asphalt graded broken stone foundation bed for high-speed railway and construction method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0574673A2 (en) * | 1992-06-19 | 1993-12-22 | I.P.A. S.P.A. - Industria Prefabbricati Affini | Process for laying a railroad-subway superstructure without ballast and apparatus for producing said superstructure |
| EP0894898A1 (en) * | 1997-08-01 | 1999-02-03 | Bahnbau Wels GmbH | Construction method for a railway track and device for adjusting the height of the rails as well as for their temporary support |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2659161A1 (en) * | 1976-12-28 | 1978-07-06 | Zueblin Ag | BALLLESS RAILWAY CONSTRUCTION |
| DE3922011A1 (en) * | 1989-07-01 | 1991-01-10 | Frenzel Otto Bauunternehmen | Quick repairs for heavy duty rail track - by lifting rails, removing unsound concrete, grouting vertical bolts for bearers, repositioning rails and filling space with resin cement |
| DE4432257C1 (en) * | 1994-09-10 | 1996-03-07 | Zueblin Ag | Rail fixing device |
| DE4437942A1 (en) * | 1994-10-24 | 1996-04-25 | Walter Bau Ag | Rigid roadway and ground sill attached to it |
| DE19621170C2 (en) * | 1996-05-24 | 1998-10-08 | Wayss & Freytag Ag | Method for compensating settlements on solid carriageways for rail-bound traffic |
-
1999
- 1999-03-19 DE DE19912422A patent/DE19912422A1/en not_active Withdrawn
-
2000
- 2000-03-16 ES ES00105576T patent/ES2204385T3/en not_active Expired - Lifetime
- 2000-03-16 AT AT00105576T patent/ATE251255T1/en not_active IP Right Cessation
- 2000-03-16 EP EP00105576A patent/EP1039031B1/en not_active Expired - Lifetime
- 2000-03-16 DE DE50003871T patent/DE50003871D1/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0574673A2 (en) * | 1992-06-19 | 1993-12-22 | I.P.A. S.P.A. - Industria Prefabbricati Affini | Process for laying a railroad-subway superstructure without ballast and apparatus for producing said superstructure |
| EP0894898A1 (en) * | 1997-08-01 | 1999-02-03 | Bahnbau Wels GmbH | Construction method for a railway track and device for adjusting the height of the rails as well as for their temporary support |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469704A (en) * | 2013-09-25 | 2013-12-25 | 中铁十六局集团第三工程有限公司 | CRTS (China railway track slab) II type ballastless track cement emulsified asphalt mortar filling edge sealing device |
| CN103952951A (en) * | 2014-04-02 | 2014-07-30 | 北京建鼎国铁工程设计有限公司 | Process for high speed railway ballastless track construction |
| CN105951538A (en) * | 2016-06-03 | 2016-09-21 | 同济大学 | Deviation correcting structure and deviation correcting method for asymmetrical earth fill load deviation of high-speed railway roadbed |
Also Published As
| Publication number | Publication date |
|---|---|
| DE50003871D1 (en) | 2003-11-06 |
| ES2204385T3 (en) | 2004-05-01 |
| DE19912422A1 (en) | 2000-09-21 |
| ATE251255T1 (en) | 2003-10-15 |
| EP1039031B1 (en) | 2003-10-01 |
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