EP0731215B1 - Method and device for the construction of a ballastless superstructure - Google Patents
Method and device for the construction of a ballastless superstructure Download PDFInfo
- Publication number
- EP0731215B1 EP0731215B1 EP96102963A EP96102963A EP0731215B1 EP 0731215 B1 EP0731215 B1 EP 0731215B1 EP 96102963 A EP96102963 A EP 96102963A EP 96102963 A EP96102963 A EP 96102963A EP 0731215 B1 EP0731215 B1 EP 0731215B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- track
- concrete
- sleepers
- regulating
- trough
- 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
Classifications
-
- 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
- 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
- E01B2/00—General structure of permanent way
- E01B2/003—Arrangement of tracks on bridges or in tunnels
-
- 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
- E01B2204/09—Ballastless systems
-
- 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
- E01B2204/11—Embedded tracks, using prefab elements or injecting or pouring a curable material
Definitions
- the invention relates to an installation method for a fixed railroad track, in which the concrete sleepers supporting the tracks are adjusted in position in a concrete trough and embedded in longitudinal paving in a casting compound by first preassembling the tracks with the sleepers to form a track grate that opens onto The top edge of the rail is adjusted and then cast in.
- the sleepers are first individually adjusted and the longitudinal reinforcements are subsequently inserted through transverse holes in the concrete sleepers.
- this method also has disadvantages in the laborious introduction of the longitudinal reinforcements into transverse holes in the concrete sleepers that have to be provided.
- the invention is therefore based on the object of developing the installation method of the type mentioned in such a way that it enables simpler and more precise laying of the sleepers and rails.
- the use of two-block concrete sleepers with two reinforced individual blocks comprising structural steel rods which run essentially parallel to the sleeper axis and are connected by axially spaced brackets to form a reinforcement cage and which, as connecting rods, extend continuously through both individual blocks, whereby at least some protrude beyond the outer end faces of the individual blocks, and the use of track regulating portals is provided, on which a track grid is suspended and pre-adjusted before the fine adjustment is carried out by optical leveling on the top edge of the rail with actuation of the adjusting elements of the track regulating portals, and the previously loose Longitudinal reinforcements inserted in the concrete trough are raised and connected to the connecting rods and the projecting steel rod ends.
- a decisive advantage is the use of the track regulation portals. At intervals of two to four, preferably three sleepers, an entire track grate in lengths of up to 80 or possibly even 160 m can be relatively easily pre-adjusted.
- the installation method according to the invention is characterized by the use of two-block concrete sleepers with two reinforced individual blocks, with the reinforcement essentially parallel to the axis of the sleepers extending structural steel rods connected by axially spaced brackets to a reinforcement cage, which, as connecting rods, extend continuously through both individual blocks, at least some of which protrude beyond the outer end faces of the individual blocks, and wherein the longitudinal reinforcements previously inserted loosely in the concrete trough are raised and connected to the connecting rods and be connected to the outside protruding steel rod ends.
- the concrete trough can either be assembled from in-situ concrete or from prefabricated parts on a base, for example a concrete slab, or can also be produced using a slipform paver.
- a concrete trough is on a concrete slab 1 with the interposition of a seal 2 and a protective concrete layer 3 4 arranged in which the sleepers are to be held by casting.
- the concrete trough 4 is placed at intervals of preferably three sleepers, rail regulating portals 5, which each comprise the rails 7 between cross members 8 under two sleepers, which in turn are mounted on bearing blocks 9 and 10 so as to be vertically and transversely displaceable, some of which on the Attack the upper sides 11 and partly laterally on the outer surfaces 12 of the walls 13 of the concrete trough.
- the track regulating portals additionally have an intermediate bearing block 14 which additionally supports the cross member 8 in the middle, this intermediate bearing block 14 being supported on an assembly block 15 which is inserted between two sleepers in the concrete trough and which is later used after the adjustment of the Rails are also cast in.
- the installation takes place according to the invention in that first the sleepers are preassembled with the rails 7 to form a relatively long track grate and then an entire track grate is then adjusted and cast in the concrete trough on the upper edge of the rail.
- the special concrete sleepers 16 shown in the drawing which are designed as two-block concrete sleepers with two individual blocks 17 and 17 ', which are connected to one another by continuous parts of the reinforcement cages, structural steel rods 18 and 19.
- Three spaced structural steel rods 18 are preferably provided in the lower level and two spaced structural steel rods 19 are provided in the upper level, which are connected to the reinforcement cages within the individual blocks 17, 17 'by brackets (not shown).
- the lower structural steel rods 18 are preferably extended so far that they protrude outwards beyond the outer end faces 20 of the individual blocks.
- This special design of the two-block concrete sleepers enables a very simple connection of the sleepers with longitudinal reinforcements 21 and 22, which are also intended to hold the sleepers in the sealing compound 4, not shown, in the concrete trough 4.
- These longitudinal reinforcements 21 and 22, which are designed as structural steel rods in the exemplary embodiment shown, can simply be placed in the concrete trough 4 and, after the track grating has been adjusted, raised in sections precisely to the top edge of the rail with the aid of the track regulating portals 5 and with the reinforcement rods exposed as connecting rods between the individual blocks 17, 17 ' 18 are connected while the outer longitudinal reinforcements 22 are lifted from the bottom of the concrete trough and placed on the projecting ends 23 of the structural steel rods 18 and are in turn connected to these ends.
- the tedious threading of the longitudinal reinforcements 21, 22 through transverse holes in the concrete sleepers which is no longer feasible in the case of longer installation sections, is thus eliminated.
- the invention is not restricted to the exemplary embodiment shown.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Reinforcement Elements For Buildings (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Percussive Tools And Related Accessories (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Description
Die Erfindung bezieht sich auf ein Einbauverfahren für eine feste Schienenfahrbahn, bei der die die Gleise tragenden Betonschwellen in einem Betontrog lagemäßig einjustiert und unter Einbindung in Längsarmierungen in eine Vergußmasse eingebettet werden, indem die Gleise mit den Schwellen zunächst zu einem Gleisrost vormontiert werden, der auf Schienenoberkante einjustiert und anschließend eingegossen wird.The invention relates to an installation method for a fixed railroad track, in which the concrete sleepers supporting the tracks are adjusted in position in a concrete trough and embedded in longitudinal paving in a casting compound by first preassembling the tracks with the sleepers to form a track grate that opens onto The top edge of the rail is adjusted and then cast in.
Bei diesem als sog. "Rheda-Verfahren" bekanntgewordenen Einbauverfahren werden zunächst die Schwellen einzeln einjustiert und die Längsarmierungen nachträglich durch Querlöcher in den Betonschwellen gesteckt.In this installation method, which has become known as the “Rheda method”, the sleepers are first individually adjusted and the longitudinal reinforcements are subsequently inserted through transverse holes in the concrete sleepers.
Bei diesem Verfahren bestehen daher neben der umständlichen Einzeljustierung der Schwellen Nachteile in der mühsamen Einbringung der Längsarmierungen in extra vorzusehende Querlöcher der Betonschwellen.In addition to the laborious individual adjustment of the sleepers, this method also has disadvantages in the laborious introduction of the longitudinal reinforcements into transverse holes in the concrete sleepers that have to be provided.
Der Erfindung liegt daher die Aufgabe zugrunde, das Einbauverfahren der eingangs genannten Art so weiterzubilden, daß es eine einfachere und exaktere Verlegung der Schwellen und Schienen ermöglicht.The invention is therefore based on the object of developing the installation method of the type mentioned in such a way that it enables simpler and more precise laying of the sleepers and rails.
Zur Lösung dieser Aufgabe ist erfindungsgemäß die Verwendung von Zweiblock-Betonschwellen mit zwei armierten Einzelblöcken vorgesehen, wobei die Bewehrung im wesentlichen parallel zur Schwellenachse verlaufende, durch axial beabstandete Bügel zu einem Bewehrungskorb verbundene Baustahlstangen umfaßt, die als Verbindungsstangen durchgehend sich durch beide Einzelblöcke erstrecken, wobei zumindest einige über die äußeren Stirnflächen der Einzelblöcke herausragen, und es ist die Verwendung von Gleisregulierungsportalen vorgesehen, an denen ein Gleisrost aufgehängt und vorjustiert wird, ehe die Feinjustierung durch optische Einnivellierung auf die Schienenoberkante unter Betätigung von Verstellorganen der Gleisregulierungsportale erfolgt, und wobei die vorher lose in den Betontrog eingelegten Längsarmierungen angehoben und mit den Verbindungsstangen und den außen überstehenden Baustahlstangenenden verbunden werden.To achieve this object, the use of two-block concrete sleepers with two reinforced individual blocks is provided according to the invention, the reinforcement comprising structural steel rods which run essentially parallel to the sleeper axis and are connected by axially spaced brackets to form a reinforcement cage and which, as connecting rods, extend continuously through both individual blocks, whereby at least some protrude beyond the outer end faces of the individual blocks, and the use of track regulating portals is provided, on which a track grid is suspended and pre-adjusted before the fine adjustment is carried out by optical leveling on the top edge of the rail with actuation of the adjusting elements of the track regulating portals, and the previously loose Longitudinal reinforcements inserted in the concrete trough are raised and connected to the connecting rods and the projecting steel rod ends.
Ein entscheidender Vorteil liegt dabei in der Verwendung der Gleisregulierungsportale. In Abständen von jeweils zwei bis vier, vorzugsweise drei Schwellen läßt sich ein ganzer Gleisrost in Längen bis zu 80 oder möglicherweise gar 160 m relativ einfach vorjustieren.A decisive advantage is the use of the track regulation portals. At intervals of two to four, preferably three sleepers, an entire track grate in lengths of up to 80 or possibly even 160 m can be relatively easily pre-adjusted.
Das erfindungsgemäße Einbauverfahren ist durch die Verwendung von Zweiblock-Betonschwellen mit zwei armierten Einzelblöcken gekennzeichnet, wobei die Bewehrung im wesentlichen parallel zur Schwellenachse verlaufende, durch axial beabstandete Bügel zu einem Bewehrungskorb verbundene Baustahlstangen umfaßt, die als Verbindungsstangen durchgehend sich durch beide Einzelblöcke erstrecken, wobei zumindest einige über die äußeren Stirnflächen der Einzelblöcke herausragen, und wobei die vorher lose in den Betontrog eingelegten Längsarmierungen angehoben und mit den Verbindungsstangen und den außen überstehenden Baustahlstangenenden verbunden werden. Durch diese besonderen Zweiblock-Betonschwellen entfällt das Einbringen von Querlöchern im Schwellenbeton und insbesondere das mühsame Durchfädeln der Längsarmierungen, die ersichtlich bei der erfindungsgemäßen Verlegung ganzer Gleisroste überhaupt nicht mehr sinnvoll bewerkstelligt werden könnte. Das erfindungsgemäße Verfahren erfordert lediglich, daß die Längsarmierungen von unten angehoben werden, wobei sie in der Mitte zwischen den Einzelblöcken bevorzugt von unten an die Verbindungsstangen angebunden werden, während sie außen über die überstehenden Enden der Baustahlstangen gehoben und oben aufgelegt und befestigt werden können. Dies kann ersichtlich sehr einfach abschnittsweise durch sukzessives Anheben der Längsarmierungen erfolgen und ermöglicht somit eine sehr viel einfachere Verbindung der Betonschwellen mit den Längsarmierungen vor dem Ausgießen des Betontrogs, was wiederum bevorzugt durch Beton erfolgt.The installation method according to the invention is characterized by the use of two-block concrete sleepers with two reinforced individual blocks, with the reinforcement essentially parallel to the axis of the sleepers extending structural steel rods connected by axially spaced brackets to a reinforcement cage, which, as connecting rods, extend continuously through both individual blocks, at least some of which protrude beyond the outer end faces of the individual blocks, and wherein the longitudinal reinforcements previously inserted loosely in the concrete trough are raised and connected to the connecting rods and be connected to the outside protruding steel rod ends. These special two-block concrete sleepers eliminate the need to make transverse holes in the sleepers and, in particular, the laborious threading of the longitudinal reinforcements, which evidently could no longer be sensibly accomplished when laying entire track gratings according to the invention. The method according to the invention only requires that the longitudinal reinforcements are raised from below, whereby they are preferably connected to the connecting rods in the middle between the individual blocks from below, while they can be lifted outside over the protruding ends of the structural steel rods and placed and fastened on top. This can obviously be done in sections very simply by successively lifting the longitudinal reinforcements and thus enables a much simpler connection of the concrete sleepers to the longitudinal reinforcements before pouring out the concrete trough, which in turn is preferably done by concrete.
Der Betontrog kann entweder aus Ortbeton oder aus vorfabrizierten Teilen auf einer Unterlage, beispielsweise einer Betonplatte, zusammengebaut werden oder auch mittels eines Gleitschalungsfertigers hergestellt werden.The concrete trough can either be assembled from in-situ concrete or from prefabricated parts on a base, for example a concrete slab, or can also be produced using a slipform paver.
Schließlich liegt es auch noch im Rahmen der Erfindung, den Betontrog zur Dämmung des Körperschalls direkt auf Elastomermaterial zu lagern.Finally, it is also within the scope of the invention to store the concrete trough directly on elastomer material in order to insulate structure-borne noise.
Weitere Vorteile, Merkmale und Einzelheiten der Erfindung ergeben sich aus der nachfolgenden Beschreibung eines Ausführungsbeispiels sowie anhand der Zeichnung, die einen Schnitt durch einen Betontrog mit aufgesetztem Gleisregulierungsportal zur Einjustierung einer erfindungsgemäß bevorzugt verwendeten Zweiblock-Betonschwelle zeigt.Further advantages, features and details of the invention result from the following description of an exemplary embodiment and from the drawing, which shows a section through a concrete trough with a track regulation portal attached for adjusting a two-block concrete sleeper which is preferably used according to the invention.
In der dargestellten Ausführung, die das Einbauverfahren zur Bildung einer festen Fahrbahn, insbesondere für eine Bahn auf freier Strecke oder eine Stadtbahn oder eine Bahn in Tunneln oder auf Brücken zeigt, ist auf einer Betonplatte 1 unter Zwischenschaltung einer Abdichtung 2 und einer Schutzbetonschicht 3 ein Betontrog 4 angeordnet, in welchem die Schwellen durch Vergießen gehaltert werden sollen. Auf den Betontrog 4 sind zu diesem Zweck in Abständen von vorzugsweise jeweils drei Schwellen Gleisregulierungsportale 5 aufgesetzt, die die Schienen 7 jeweils zwischen zwei Schwellen untergreifende Querträger 8 umfassen, die ihrerseits an Lagerböcken 9 und 10 höhen- und querverschiebbar gehaltert sind, die teilweise auf den Oberseiten 11 und zum Teil seitlich an den Außenflächen 12 der Wände 13 des Betontrogs angreifen. Im dargestellten Ausführungsbeispiel weisen die Gleisregulierungsportale zusätzlich einen Zwischenlagerbock 14 auf, der den Querträger 8 zusätzlich in der Mitte abstützt, wobei dieser Zwischenlagerbock 14 sich auf einem Montageblock 15 abstützt, der jeweils zwischen zwei Schwellen in den Betontrog eingesetzt ist und der später nach dem Einjustieren der Gleise mit eingegossen wird.In the embodiment shown, which shows the installation method for forming a solid carriageway, in particular for a train on an open route or a city train or a train in tunnels or on bridges, a concrete trough is on a concrete slab 1 with the interposition of a seal 2 and a protective concrete layer 3 4 arranged in which the sleepers are to be held by casting. For this purpose, the concrete trough 4 is placed at intervals of preferably three sleepers, rail regulating portals 5, which each comprise the rails 7 between cross members 8 under two sleepers, which in turn are mounted on bearing blocks 9 and 10 so as to be vertically and transversely displaceable, some of which on the Attack the upper sides 11 and partly laterally on the outer surfaces 12 of the walls 13 of the concrete trough. In the exemplary embodiment shown, the track regulating portals additionally have an intermediate bearing block 14 which additionally supports the cross member 8 in the middle, this intermediate bearing block 14 being supported on an assembly block 15 which is inserted between two sleepers in the concrete trough and which is later used after the adjustment of the Rails are also cast in.
Das Einbauen erfolgt dabei erfindungsgemäß dadurch, daß zunächst die Schwellen mit den Schienen 7 zu einem relativ langen Gleisrost vormontiert werden und jeweils ein ganzer Gleisrost dann im Betontrog auf Schienenoberkante justiert und eingegossen wird.The installation takes place according to the invention in that first the sleepers are preassembled with the rails 7 to form a relatively long track grate and then an entire track grate is then adjusted and cast in the concrete trough on the upper edge of the rail.
Von besonderer Bedeutung für das erfingunsgemäße Einbauverfahren ist dabei die Verwendung der in der Zeichnung gezeigten besonderen Betonschwellen 16, die als Zweiblock-Betonschwellen mit zwei Einzelblöcken 17 und 17' ausgebildet sind, die durch durchgehende Teile der Bewehrungskörbe bildende Baustahlstangen 18 und 19 miteinander verbunden sind. Dabei sind bevorzugt in der unteren Ebene drei beabstandete Baustahlstangen 18 und darüber in der oberen zwei beabstandete Baustahlstangen 19 vorgesehen, die durch nicht dargestellte Bügel zu den Bewehrungskörben innerhalb der Einzelblöcke 17, 17' verbunden sind. Bevorzugt die unteren Baustahlstangen 18 sind dabei so weit verlängert, daß sie über die äußeren Stirnflächen 20 der Einzelblöcke nach außen überstehen.Of particular importance for the installation method according to the invention is the use of the special concrete sleepers 16 shown in the drawing, which are designed as two-block concrete sleepers with two individual blocks 17 and 17 ', which are connected to one another by continuous parts of the reinforcement cages, structural steel rods 18 and 19. Three spaced structural steel rods 18 are preferably provided in the lower level and two spaced structural steel rods 19 are provided in the upper level, which are connected to the reinforcement cages within the individual blocks 17, 17 'by brackets (not shown). The lower structural steel rods 18 are preferably extended so far that they protrude outwards beyond the outer end faces 20 of the individual blocks.
Diese besondere Ausbildung der Zweiblock-Betonschwellen ermöglicht eine sehr einfache Verbindung der Schwellen mit Längsarmierungen 21 und 22, die die Schwellen zusätzlich in der nicht gezeigten Vergußmasse im Betontrog 4 mit haltern sollen. Diese im gezeigten Ausführungsbeispiel als Baustahlstangen ausgebildeten Längsarmierungen 21 und 22 können nämlich einfach in den Betontrog 4 eingelegt und nach dem erfolgten Einjustieren eines Gleisrosts exakt auf Schienenoberkante mit Hilfe der Gleisregulierungsportale 5 abschnittsweise angehoben und mit den zwischen den Einzelblöcken 17, 17' als Verbindungsstangen freiliegenden Bewehrungsstangen 18 verbunden werden, während die äußeren Längsarmierungen 22 vom Boden des Betontrogs angehoben und auf die überstehenden Enden 23 der Baustahlstangen 18 aufgelegt und wiederum mit diesen Enden verbunden werden. Es entfällt also das mühsame, bei längeren Einbauabschnitten überhaupt nicht mehr machbare Einfädeln der Längsarmierungen 21, 22 durch Querlöcher der Betonschwellen.This special design of the two-block concrete sleepers enables a very simple connection of the sleepers with longitudinal reinforcements 21 and 22, which are also intended to hold the sleepers in the sealing compound 4, not shown, in the concrete trough 4. These longitudinal reinforcements 21 and 22, which are designed as structural steel rods in the exemplary embodiment shown, can simply be placed in the concrete trough 4 and, after the track grating has been adjusted, raised in sections precisely to the top edge of the rail with the aid of the track regulating portals 5 and with the reinforcement rods exposed as connecting rods between the individual blocks 17, 17 ' 18 are connected while the outer longitudinal reinforcements 22 are lifted from the bottom of the concrete trough and placed on the projecting ends 23 of the structural steel rods 18 and are in turn connected to these ends. The tedious threading of the longitudinal reinforcements 21, 22 through transverse holes in the concrete sleepers, which is no longer feasible in the case of longer installation sections, is thus eliminated.
Die Erfindung ist nicht auf das dargestellte Ausführungsbeispiel beschränkt. Neben der Möglichkeit der Verwendung anders ausgebildeter Gleisregulierungsportale wäre es beispielsweise auch möglich, zwischen dem Betontrog 4 und seiner Unterlage eine Schicht aus Elastomermaterial zur Dämmung des Körperschalls vorzusehen.The invention is not restricted to the exemplary embodiment shown. In addition to the possibility of using differently designed track regulation portals, it would also be possible, for example, to provide a layer of elastomer material between the concrete trough 4 and its base in order to insulate the structure-borne noise.
Claims (7)
- Method of construction of a solid superstructure, in which the concrete sleepers carrying the track are adjusted in position in a concrete trough and, being bonded in in longitudinal reinforcements, are embedded in a casting compound, the track being pre-assembled with the sleepers first of all to form a track grate, which is adjusted to the rail upper edge and then cast in place, characterised by the use of double-block concrete sleepers having two reinforced individual blocks, wherein the reinforcement comprises structural steel bars which extend substantially parallel to the sleeper axis, and which are connected to a reinforcement basket by axially spaced clips, the steel bars extending through the two individual blocks, wherein at least a few project beyond the outer end faces of the individual blocks and track-regulating portals are used, on which the track grate is suspended and preadjusted, before the fine adjustment takes place by optical levelling to the rail upper edge with the actuation of setting elements of the track-regulating portals, and wherein the longitudinal reinforcements inserted previously loosely in the concrete trough are raised and connected to the connecting bars and the structural steel bar ends projecting on the exterior.
- Method of construction according to claim 1, characterised in that the track grates are adjusted by means of a plurality of spaced track-regulating portals fixed to the concrete trough.
- Method of construction according to claim 2, characterised in that a track-regulating portal is disposed at intervals of respectively two to four, preferably three sleepers.
- Track-regulating portal for carrying out the construction method according to one of claims 1 to 3, characterised by cross-beams (8) for engaging under the rails (7) between every two sleepers (16), which cross-beams are held vertically and transversely adjustably on bearing blocks (9, 10), which bear partly on the upper faces (11) and partly on the outer faces (120 of the side walls (13) of the concrete trough (4).
- Track-regulating portal for carrying out the construction method according to one of claims 1 to 3, characterised by cross-beams for engaging over and for the suspension of the rails, preferably at the rail heads, which cross-beams are held vertically and transversely adjustably on bearing blocks, which bear partly on the upper faces and partly on the outer faces of the side walls of the concrete trough
- Track-regulating portal according to claim 4 or 5, characterised by an intermediate bearing block (14) intended for bearing on an assembly block (15) and holding the cross-beam (8) in the centre
- Track-regulating portal according to one of claims 4 to 6, characterised in that it can be so dismantled that it can be removed easily from the trough after casting of the trough.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19508107A DE19508107C1 (en) | 1995-03-08 | 1995-03-08 | Method and device for building a fixed rail track |
| DE19508107 | 1995-03-08 |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP0731215A2 EP0731215A2 (en) | 1996-09-11 |
| EP0731215A3 EP0731215A3 (en) | 1996-10-02 |
| EP0731215B1 true EP0731215B1 (en) | 2000-04-05 |
Family
ID=7755957
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP96102963A Expired - Lifetime EP0731215B1 (en) | 1995-03-08 | 1996-02-28 | Method and device for the construction of a ballastless superstructure |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US5653388A (en) |
| EP (1) | EP0731215B1 (en) |
| KR (1) | KR0179441B1 (en) |
| AT (1) | ATE191526T1 (en) |
| DE (1) | DE19508107C1 (en) |
| DK (1) | DK0731215T3 (en) |
| ES (1) | ES2144165T3 (en) |
| TW (1) | TW316937B (en) |
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|---|---|---|---|---|
| DE4436260C2 (en) * | 1994-10-11 | 2003-04-30 | Zueblin Ag | Method for fixing tracks in ballastless track superstructure and apparatus for carrying out this method |
| DE19653858C2 (en) * | 1996-12-21 | 2001-11-08 | Pfleiderer Infrastrukturt Gmbh | Installation procedure for a fixed rail track |
| ATE216447T1 (en) | 1997-08-01 | 2002-05-15 | Bahnbau Wels Gmbh | METHOD FOR PRODUCING A SOLID ROADWAY FOR RAIL VEHICLES AND DEVICE FOR ADJUSTING THE HEIGHT AND TEMPORARY SUPPORTING THE RAILS |
| DE19733500A1 (en) * | 1997-08-01 | 1999-02-18 | Bahnbau Wels Gmbh | Body for supporting rails of fixed railway track on track sub-structure |
| DE19837950C5 (en) * | 1997-09-18 | 2012-03-15 | Rail.One Gmbh | Method for producing a slab track for rail traffic and apparatus for carrying out the method |
| DE19741059C1 (en) * | 1997-09-18 | 1999-05-06 | Wayss & Freytag Ag | Method for producing solid rail bed |
| DE19837360C2 (en) * | 1998-08-18 | 2002-02-21 | Pfleiderer Infrastrukturt Gmbh | Installation procedure for a fixed rail track |
| DE19853829B4 (en) * | 1998-11-21 | 2008-10-09 | Ed. Züblin Ag | Temperature-independent production of exact slab tracks of the type Rheda or related types |
| DE19903702A1 (en) | 1999-01-30 | 2000-08-03 | Bahnbau Wels Gmbh Wels | Device for height and side alignment and / or support of the rails of a track |
| DE10000227A1 (en) * | 1999-03-19 | 2000-10-19 | Gsg Knape Gleissanierung Gmbh | Permanent way production method comprises producing running section consisting of rails and sleepers, inserting rods into concrete bearing layer, adjusting running section, fixing it to rods, pouring upper bearing layer and adding revetment |
| FR2791712B1 (en) * | 1999-03-29 | 2001-06-22 | Vagneux Traverses Beton | METHOD OF LAYING A TRACK OF RAILWAY ON A RIGID SUPPORT WITH POSITION ADJUSTMENT, PARTICULARLY IN THE SENSE OF HEIGHT; PALONNIER AND RAILWAY CROSSING FOR THE IMPLEMENTATION OF THIS PROCESS |
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| DE19952803C2 (en) * | 1999-11-02 | 2002-01-24 | Heitkamp Deilmann Haniel Gmbh | Superstructure for rail-bound public transport vehicles and method and device for its manufacture |
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| DE10107116A1 (en) * | 2001-02-14 | 2002-10-24 | Schreck Mieves Gmbh | Railtrack grid aligner for ballast-free track tops uses slides adjusting along support as anchored to trough base to shift rails crossways into re-alignment. |
| DE10131655C1 (en) * | 2001-06-29 | 2002-11-14 | Pfleiderer Infrastrukturt Gmbh | Track regulation portal, for rail track adjustment, has height adjustment of transverse rail fitted with track rail grippers via spindle carriers |
| FR2833023B1 (en) * | 2001-12-05 | 2004-05-21 | Alstom | METHOD OF CONSTRUCTING A RAIL TRACK IN WHICH A CONCRETE TRACK SLAB IS MADE AND INSERTION ELEMENTS OF THE RAIL TRACK ARE INSERTED IN THE TRACK SLAB |
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| PL206551B1 (en) * | 2003-01-21 | 2010-08-31 | Rail One Gmbh | Screw device for high-adjusting a track span |
| DE10325166B4 (en) * | 2003-06-04 | 2006-11-23 | Graf von der Schulenburg-Wolfsburg, Günzel, Dr. | Track construction for rail vehicles, especially railways |
| DE10343628B4 (en) * | 2003-09-20 | 2007-08-09 | Heitkamp Rail Gmbh | Device for lifting and aligning track grids |
| DE102005026819B4 (en) * | 2005-06-09 | 2010-09-09 | Rail.One Gmbh | Fixed carriageway for rail vehicles |
| ES2363849B1 (en) * | 2009-06-16 | 2012-06-19 | Fcc Contrucción, S.A. | INSTALLATION PROCEDURE FOR PLATE ROAD IN BITUBO TUNNELS. |
| 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 |
| RU2497996C1 (en) * | 2012-05-11 | 2013-11-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" | Method to manufacture superstructure system |
| EP2740842B1 (en) * | 2012-12-07 | 2017-09-27 | Sonneville AG | Method for converting a gravel track into a solid track |
| CN109778596B (en) * | 2018-08-16 | 2019-12-10 | 广州地铁设计研究院股份有限公司 | trapezoidal prefabricated slab with auxiliary blocks and construction method thereof |
| CN109457549A (en) * | 2018-12-17 | 2019-03-12 | 中铁第四勘察设计院集团有限公司 | Frame-type connection reinforcing structure between the concrete filled steel tube and sleeper block of non-fragment orbit |
| CN111851174A (en) * | 2020-06-29 | 2020-10-30 | 中铁上海工程局集团有限公司 | A kind of subway support block short sleeper rail bottom slope over-limit reconstruction fixing device and using method |
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| US1350760A (en) * | 1919-08-08 | 1920-08-24 | Lydell L Wilson | Method for building reinforced railway-beds |
| US2672295A (en) * | 1948-11-18 | 1954-03-16 | Standard Oil Dev Co | Structure and method of preparing same for railroad crossings |
| DE2659161A1 (en) * | 1976-12-28 | 1978-07-06 | Zueblin Ag | BALLLESS RAILWAY CONSTRUCTION |
| AT377805B (en) * | 1983-04-01 | 1985-05-10 | Getzner Chemie Gmbh & Co | INTERMEDIATE LAYER FOR THE ELASTIC STORAGE OF THE BED OF TRACKED BODIES |
| US4616395A (en) * | 1983-06-30 | 1986-10-14 | Perini Corporation | Railroad track fixation method and apparatus |
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| DE4309392C2 (en) * | 1993-03-23 | 1997-03-27 | Heilit & Woerner Bau Ag | Device and a method for producing a continuous reinforcement for a concrete layer |
| US5464152A (en) * | 1994-01-07 | 1995-11-07 | Pacific International Pipe Enterprises, Inc. | Method and apparatus for electrically isolating a rail in a precast concrete grade crossing |
| US5503082A (en) * | 1994-08-29 | 1996-04-02 | Bosma Machine & Tool Corporation | Load-bearing rail and floor system having slotted rails embedded in concrete for the reception of machine mounts or railcar wheels |
-
1995
- 1995-03-08 DE DE19508107A patent/DE19508107C1/en not_active Expired - Fee Related
-
1996
- 1996-02-28 ES ES96102963T patent/ES2144165T3/en not_active Expired - Lifetime
- 1996-02-28 EP EP96102963A patent/EP0731215B1/en not_active Expired - Lifetime
- 1996-02-28 AT AT96102963T patent/ATE191526T1/en not_active IP Right Cessation
- 1996-02-28 DK DK96102963T patent/DK0731215T3/en active
- 1996-03-04 US US08/610,684 patent/US5653388A/en not_active Expired - Fee Related
- 1996-03-07 TW TW085102792A patent/TW316937B/zh active
- 1996-03-08 KR KR1019960006103A patent/KR0179441B1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| ES2144165T3 (en) | 2000-06-01 |
| US5653388A (en) | 1997-08-05 |
| TW316937B (en) | 1997-10-01 |
| EP0731215A3 (en) | 1996-10-02 |
| KR0179441B1 (en) | 1999-04-01 |
| DE19508107C1 (en) | 1996-11-14 |
| EP0731215A2 (en) | 1996-09-11 |
| KR960034584A (en) | 1996-10-24 |
| ATE191526T1 (en) | 2000-04-15 |
| DK0731215T3 (en) | 2000-09-11 |
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