EP0715023B1 - Movable machine for concrete work - Google Patents

Movable machine for concrete work Download PDF

Info

Publication number
EP0715023B1
EP0715023B1 EP95117195A EP95117195A EP0715023B1 EP 0715023 B1 EP0715023 B1 EP 0715023B1 EP 95117195 A EP95117195 A EP 95117195A EP 95117195 A EP95117195 A EP 95117195A EP 0715023 B1 EP0715023 B1 EP 0715023B1
Authority
EP
European Patent Office
Prior art keywords
concreting
frames
frame
concrete
machine
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
Application number
EP95117195A
Other languages
German (de)
French (fr)
Other versions
EP0715023A1 (en
Inventor
Johannes Dipl.-Ing. Dahl
Gerhard Ing.-Grad. Engelke
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.)
Hochtief AG
Original Assignee
Hochtief AG
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 Hochtief AG filed Critical Hochtief AG
Publication of EP0715023A1 publication Critical patent/EP0715023A1/en
Application granted granted Critical
Publication of EP0715023B1 publication Critical patent/EP0715023B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • 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
    • 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
    • E01B29/06—Transporting, laying, removing or renewing sleepers
    • 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

Definitions

  • the invention relates to a mobile concreting machine in Connection with the production of a ballastless superstructure system for at least one railroad track consisting of two railroad tracks which superstructure system is used for receiving devices for the individual railroad tracks with the help be concreted by formwork.
  • the concreting machine is preferably, but not limited, for concreting of these reception facilities.
  • the railroad tracks are then made using rail fasteners attached in the receiving facilities.
  • the concreting machine can be used in this context for the production of ballastless Superstructure systems of different structures can be used.
  • the concreting machine is for Production of a ballastless track system, which is a base course, a continuously manufactured Concrete carriageway slab and the receiving devices for the has individual railroad tracks and the rest like is constructed as follows:
  • the concrete slab consists of two superimposed layers, between which one Reinforcement running in and across the track running reinforcement bars is arranged, the concrete of the two layers of the concrete slab in the Reinforcement mesh is cohesively connected.
  • the reception facilities are designed as rail base elements, which is concreted into the upper layer of the concrete carriageway slab and with reinforcement components in the form of reinforcement loops or reinforcement cages in both layers of the Concrete slab are anchored.
  • the rail base elements have cavities on their top, in which the rail fasteners and therein fastened rail feet of the individual railroad tracks are arranged.
  • the rail fastening device and so that the rail feet are with the help of rail fastening screws in the manner of sleeper screws, which in the rail base elements are screwed into the Excavations kept.
  • the base course is according to the rules of architecture to accommodate static and dynamic Stresses set up.
  • ballastless track systems are especially for high speed lines certainly. It must therefore be high overall Requirements are made. This is especially true in Regarding the precision of the arrangement of the receiving devices according to a given plan with tight tolerances and with regard to the arrangement of the rail fastening devices in the rail base elements.
  • the invention is based on the technical problem to create mobile concreting machine with which in the course of Manufacture of a ballastless track system, in particular a ballastless superstructure system of the structure described, the reception facilities for the individual railroad tracks concreted with high precision and with a high degree of automation can be.
  • the invention is further the technical Problem, a special procedure for operating a to specify such a concreting machine.
  • Subsets of the concrete frame from the aforementioned Amount, e.g. three concrete frames each, can be in Manufacturing direction running union elements summarized and these can be implemented accordingly.
  • the concreting machine shown in the figures is for the Concreting reception facilities for railroad tracks with the help of formwork in the course of producing a ballastless track system with concrete slab for determined at least one railroad track.
  • the concreting machine has a machine frame 1.
  • the Machine frame is a portal frame with four corner supports 2, connected to the four corner supports 2 above, in Production direction running longitudinal frame elements 3 and the Longitudinal frame elements 3 and / or the corner supports 2 connecting Cross frame elements 4, with 2 undercarriages 5, preferably crawler tracks are connected.
  • the Machine frame 1 is in the direction of production, and if necessary back, movable.
  • Running rails 6 arranged for a gantry crane and on this is a portal crane 7 out.
  • a plurality of concrete frames 8 are in the machine frame housed, which can be implemented in the production direction and the devices 9, 16 for vertical adjustment and Have fixation on the concrete slab 10.
  • To the Concrete frames 8 are formwork beams 11 in the longitudinal direction of the Concrete frame 8 (i.e. across the direction of manufacture) positionable and in the vertical direction compared to the individual concreting frame 8 adjustable attached.
  • the Formwork beams 11 carry the formwork 12 for the Recording devices 13 or rail bases and are on Concrete feed lines 14 connected. Concreting the Recording devices 13 and the implementation of the concrete frame 8 with the formwork beams 11 and the formwork 12 alternating, the implementation with the help of the portal crane 7.
  • the concreting machine has the important task that To form rail bases 13 in the correct position.
  • the gantry crane 7 reaches all points of the device unit.
  • the concrete frame ensure that each base area is fixed for itself can be.
  • the aim is to close the concrete frame 8
  • Formwork units consisting of at least three Concrete frame 8 to summarize.
  • Above the rail bases 13 is a displaceable frame part arranged, which comprises the concreting frame 8.
  • This Frame part is horizontal via spindles or hydraulics adjustable. For vertical adjustment are between slide frames and base formwork 12 adjustment devices interposed in the form of spindles or a hydraulic system.
  • the firm connection of the formwork represents the absolute Track accuracy for the track safe.
  • the described Degrees of freedom of movement are indicated by arrows.
  • the necessary actuators e.g. Spindles or Hydraulic cylinders were not drawn.
  • the concreting frames 8 are made using spindles or hydraulics the pavement plate 10 fixed and fixed. Since at Concrete the rail bases 13, due to the Concreting pressures, lifting forces occur is one Vertical securing of the concrete frame 8 is provided. To side pockets 15 are already with the pavers drawn. To do this, right and left bottom in Fig. 1st referred. Appropriately shaped pockets engage in these pockets 15 Support plates 16 a. These plates 16 are over one Hydraulic or threaded linkage with the concrete frame 8 vertically immovably connected. So is one horizontal position assurance ensured. Lifting forces can also be safely recorded. The vertical Concrete frame elements can be extended and retracted telescopically be retracted.
  • FIG. 2 is the concreting machine with several Formwork units shown from several concrete frames.
  • the goal is to have a sufficient number of these Base formwork 12 available so that a continuous work is ensured. If there is one or several formwork units are in the concreting position, can simultaneously formwork units either aftertreated and cleaned or already in the new one Position to be lifted. By the number of Formwork units and the setting times for the Base concrete or mortar can reduce the construction speed for the rail bases 13 are positively influenced.
  • the Machine frame 1 can optionally be switched so that continuous movement is achieved or that Device with moving the formwork is moved. this will ensured by flexible concrete pipes 14, the Connection to a rotor distributor 17 for the concrete produce. Reference is made to Fig. 3, which also the Formwork 12 and the usual valves can be seen. This Rotor distributor is also horizontally movable on Machine frame attached.
  • the individual formwork is at the high points over a Vented valve system, which is not shown.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Road Paving Machines (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
  • Mixers Of The Rotary Stirring Type (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Fertilizers (AREA)

Abstract

The frame (1) of the machine is a portal with four corner supports (2). Longitudinal frame elements (3) running in the process direction are connected at the top to the corner supports, and transverse elements (4) connect the longitudinal elements or the corner supports. Running gear (5), pref. tracked, is connected to the corner supports, and the frame is movable in the process direction and if necessary in reverse. Running rails (6) are located on the longitudinal elements and are designed for the running of a portal crane (7).

Description

Die Erfindung betrifft eine fahrbare Betoniermaschine, die im Zusammenhang mit der Herstellung eines schotterlosen Oberbausystems für zumindest ein Eisenbahngleis aus zwei Eisenbahnschienen eingesetzt wird, bei welchem Oberbausystem Aufnahmeeinrichtungen für die einzelnen Eisenbahnschienen mit Hilfe von Schalungen betoniert werden. Die Betoniermaschine ist vorzugsweise, aber nicht beschränkend, für das Betonieren dieser Aufnahmeeinrichtungen bestimmt. Die Eisenbahnschienen werden danach mit Hilfe von Schienenbefestigungsvorrichtungen in den Aufnahmeeinrichtungen befestigt. Die Betoniermaschine kann in diesem Rahmen für die Herstellung von schotterlosen Oberbausystemen unterschiedlichen Aufbaus eingesetzt werden. Insbesondere ist die Betoniermaschine jedoch für die Herstellung eines schotterlosen Oberbausystems bestimmt, welches eine Tragschicht, eine kontinuierlich gefertigte Betonfahrbahnplatte und die Aufnahmeeinrichtungen für die einzelnen Eisenbahnschienen aufweist und die im übrigen wie folgt aufgebaut ist: Die Betonfahrbahnplatte besteht aus zwei aufeinander gefertigten Schichten, zwischen denen eine Bewehrung aus in Gleisrichtung laufenden und quer dazu laufenden Bewehrungsstäben angeordnet ist, wobei der Beton der beiden Schichten der Betonfahrbahnplatte in den Bewehrungsmaschen stoffschlüssig verbunden ist. Die Aufnahmeeinrichtungen sind als Schienenstützpunktelemente ausgeführt, die in die obere Schicht der Betonfahrbahnplatte einbetoniert und mit Bewehrungsbauteilen in Form von Bewehrungsschlaufen oder Bewehrungskörben in beiden Schichten der Betonfahrbahnplatte verankert sind. Die Schienenstützpunktelemente besitzen auf ihrer Oberseite Auskammerungen, in denen die Schienenbefestigungsvorrichtungen und darin befestigte Schienenfüße der einzelnen Eisenbahnschienen angeordnet sind. Die Schienenbefestigungsvorrichtung und damit die Schienenfüße sind mit Hilfe von Schienenbefestigungsschrauben nach Art von Schwellenschrauben, die in die Schienenstützpunktelemente eingeschraubt sind, in den Auskammerungen gehalten. Die Tragschicht ist nach den Regeln der Baukunst zur Aufnahme der statischen und dynamischen Beanspruchungen eingerichtet. Solche schotterlosen Oberbausysteme sind insbesondere für Hochgeschwindigkeitsstrecken bestimmt. Es müssen daher an das Bauwerk insgesamt hohe Anforderungen gestellt werden. Das gilt vornehmlich auch in Bezug auf die Präzision der Anordnung der Aufnahmeeinrichtungen nach vorgegebenem Plan mit engen Toleranzen und in bezug auf die Anordnung der Schienenbefestigungsvorrichtungen in den Schienenstützpunktelementen.The invention relates to a mobile concreting machine in Connection with the production of a ballastless superstructure system for at least one railroad track consisting of two railroad tracks which superstructure system is used for receiving devices for the individual railroad tracks with the help be concreted by formwork. The concreting machine is preferably, but not limited, for concreting of these reception facilities. The railroad tracks are then made using rail fasteners attached in the receiving facilities. The concreting machine can be used in this context for the production of ballastless Superstructure systems of different structures can be used. In particular, the concreting machine is for Production of a ballastless track system, which is a base course, a continuously manufactured Concrete carriageway slab and the receiving devices for the has individual railroad tracks and the rest like is constructed as follows: The concrete slab consists of two superimposed layers, between which one Reinforcement running in and across the track running reinforcement bars is arranged, the concrete of the two layers of the concrete slab in the Reinforcement mesh is cohesively connected. The reception facilities are designed as rail base elements, which is concreted into the upper layer of the concrete carriageway slab and with reinforcement components in the form of reinforcement loops or reinforcement cages in both layers of the Concrete slab are anchored. The rail base elements have cavities on their top, in which the rail fasteners and therein fastened rail feet of the individual railroad tracks are arranged. The rail fastening device and so that the rail feet are with the help of rail fastening screws in the manner of sleeper screws, which in the rail base elements are screwed into the Excavations kept. The base course is according to the rules of architecture to accommodate static and dynamic Stresses set up. Such ballastless track systems are especially for high speed lines certainly. It must therefore be high overall Requirements are made. This is especially true in Regarding the precision of the arrangement of the receiving devices according to a given plan with tight tolerances and with regard to the arrangement of the rail fastening devices in the rail base elements.

Der Erfindung liegt das technische Problem zugrunde, eine fahrbare Betoniermaschine zu schaffen, mit der im Zuge der Herstellung eines schotterlosen Oberbausystems, insbesondere eines schotterlosen Oberbausystems des beschriebenen Aufbaus, die Aufnahmeeinrichtungen für die einzelnen Eisenbahnschienen mit hoher Präzision und bei hohem Automationsgrad betoniert werden können. Der Erfindung liegt fernerhin das technische Problem zugrunde, ein besonderes Verfahren zum Betrieb einer solchen Betoniermaschine anzugeben. The invention is based on the technical problem to create mobile concreting machine with which in the course of Manufacture of a ballastless track system, in particular a ballastless superstructure system of the structure described, the reception facilities for the individual railroad tracks concreted with high precision and with a high degree of automation can be. The invention is further the technical Problem, a special procedure for operating a to specify such a concreting machine.

Zur Lösung dieses technischen Problems ist Gegenstand der Erfindung eine fahrbare Betoniermaschine für das Betonieren von Aufnahmeeinrichtungen für Eisenbahnschienen mit Hilfe von Schalungen im Zuge der Herstellung eines schotterlosen Oberbausystems mit Betonfahrbahnplatte für zumindest ein Eisenbahngleis, - mit den folgenden Merkmalen

  • 1.1) der Maschinenrahmen ist ein Portalrahmen mit vier Eckstützen, an die Eckstützen oben angeschlossenen, in Fertigungsrichtung verlaufenden Längsrahmenelementen sowie die Längsrahmenelemente und/oder die Eckstützen verbindenden Querrahmenelementen, wobei an die Eckstützen Fahrwerke, vorzugsweise Raupenfahrwerke, angeschlossen sind und der Maschinenrahmen in Fertigungsrichtung, und gegebenenfalls zurück verfahrbar ist,
  • 1.2) an den Längsrahmenelementen sind Laufschinen für einen Portalkran angeordnet und auf diesem ist ein Portalkran geführt,
  • 1.3) im Maschinenrahmen ist eine Mehrzahl bzw. Menge von Betonierrahmen in der Ordnung 1 bis x untergebracht, die in Fertigungsrichtung umsetzbar sind und die Einrichtungen zur vertikalen Einstellung und Fixierung an der Betonfahrbahnplatte aufweisen,
  • 1.4) an den Betonierrahmen sind Schalungsträger in Längsrichtung des Betonierrahmens, d. h. quer zur Fertigungsrichtung, positionierbar und in vertikaler Richtung gegenüber den einzelnen Betonierrahmen einstellbar befestigt, welche Schalungsträger die Schalungen für die Aufnahmeeinrichtungen tragen und an Beton zuführungsleitungen angeschlossen sind,
    • wobei das Betonieren der Aufnahmeeinrichtung und das Umsetzen der Betonierrahmen im Wechseltakt und das Umsetzen mit Hilfe des Portalkrans erfolgt.To solve this technical problem, the invention relates to a mobile concreting machine for concreting receiving devices for railroad tracks with the help of formwork in the course of producing a ballastless superstructure system with a concrete carriageway slab for at least one railroad track, with the following features
  • 1.1) the machine frame is a portal frame with four corner supports, longitudinal frame elements connected to the corner supports at the top and running in the direction of production, as well as cross frame elements connecting the longitudinal frame elements and / or the corner supports, chassis, preferably crawler tracks, being connected to the corner supports and the machine frame in the direction of production, and can possibly be moved back,
  • 1.2) running rails for a gantry crane are arranged on the longitudinal frame elements and a gantry crane is guided thereon,
  • 1.3) a plurality or quantity of concreting frames in the order 1 to x are accommodated in the machine frame, which can be implemented in the production direction and have the devices for vertical adjustment and fixing to the concrete carriageway slab,
  • 1.4) on the concreting frame, formwork girders can be positioned in the longitudinal direction of the concreting frame, ie transversely to the production direction, and can be adjusted vertically with respect to the individual concreting frames, which formwork girders carry the formwork for the receiving devices and are connected to concrete supply lines,
    • the concreting of the receiving device and the relocating of the concreting frame take place alternately and the relocation is carried out with the help of the gantry crane.

    Zur Lösung des genannten technischen Problems lehrt die Erfindung auch ein Verfahren zum Betrieb einer solchen Betoniermaschine. Im Rahmen dieses Verfahrens wird beim Umsetzen der Betonierrahmen die Ordnung 1 bis x in der Menge der Betonierrahmen nach Maßgabe des Umsatzschemas "x, 1 bis (x - 1)", "(x - 1), x, 1 bis (x - 2)" und so weiter fort verändert. Teilmengen der Betonierrahmen aus der vorgenannten Menge, z.B. jeweils drei Betonierrahmen, können durch in Fertigungsrichtung laufende Vereinigungselemente zusammengefaßt und diese können entsprechend umgesetzt werden.The teaches to solve the technical problem mentioned Invention also a method for operating such Concreting machine. As part of this procedure, Implement the concrete frames in the order 1 to x in the quantity the concreting frame according to the sales schedule "x, 1 bis (x - 1) "," (x - 1), x, 1 to (x - 2) "and so on changed. Subsets of the concrete frame from the aforementioned Amount, e.g. three concrete frames each, can be in Manufacturing direction running union elements summarized and these can be implemented accordingly.

    Im folgenden wird die Erfindung anhand einer lediglich ein Ausführungsbeispiel darstellenden Zeichnung ausführlicher erläutert. Es zeigen in schematischer Darstellung

    Fig. 1
    einen Querschnitt durch eine erfindungsgemäße Betoniermaschine quer zur Fertigungsrichtung,
    Fig. 2
    einen Längsschnitt durch den Gegenstand der Fig. 1 und
    Fig. 3
    das Betonverteilungssystem für die Betoniermaschine nach den Fig. 1 und 2.
    In the following, the invention will be explained in more detail with reference to a drawing showing only one exemplary embodiment. They show a schematic representation
    Fig. 1
    3 shows a cross section through a concreting machine according to the invention transverse to the production direction,
    Fig. 2
    a longitudinal section through the object of FIGS. 1 and
    Fig. 3
    the concrete distribution system for the concreting machine according to FIGS. 1 and 2.

    Die in den Figuren dargestellte Betoniermaschine ist für das Betonieren von Aufnahmeeinrichtungen für Eisenbahnschienen mit Hilfe von Schalungen im Zuge der Herstellung eines schotterlosen Oberbausystems mit Betonfahrbahnplatte für zumindest ein Eisenbahngleis bestimmt.The concreting machine shown in the figures is for the Concreting reception facilities for railroad tracks with the help of formwork in the course of producing a ballastless track system with concrete slab for determined at least one railroad track.

    Die Betoniermaschine besitzt einen Maschinenrahmen 1. Der Maschinenrahmen ist ein Portalrahmen mit vier Eckstützen 2, an die vier Eckstützen 2 oben angeschlossenen, in Fertigungsrichtung laufenden Längsrahmenelementen 3 sowie die Längsrahmenelemente 3 und/oder die Eckstützen 2 verbindenden Querrahmenelementen 4, wobei an die Eckstützen 2 Fahrwerke 5, vorzugsweise Raupenfahrwerke, angeschlossen sind. Der Maschinenrahmen 1 ist in Fertigungsrichtung, und gegebenenfalls zurück, verfahrbar. An den Längsrahmenelementen 3 sind Laufschienen 6 für einen Portalkran angeordnet und auf diesen ist ein Portalkran 7 geführt.The concreting machine has a machine frame 1. The Machine frame is a portal frame with four corner supports 2, connected to the four corner supports 2 above, in Production direction running longitudinal frame elements 3 and the Longitudinal frame elements 3 and / or the corner supports 2 connecting Cross frame elements 4, with 2 undercarriages 5, preferably crawler tracks are connected. Of the Machine frame 1 is in the direction of production, and if necessary back, movable. On the longitudinal frame elements 3 are Running rails 6 arranged for a gantry crane and on this is a portal crane 7 out.

    Im Maschinenrahmen ist eine Mehrzahl von Betonierrahmen 8 untergebracht, die in Fertigungsrichtung umsetzbar sind und die Einrichtungen 9, 16 zur vertikalen Einstellung und Fixierung an der Betonfahrbahnplatte 10 aufweisen. An den Betonierrahmen 8 sind Schalungsträger 11 in Längsrichtung des Betonierrahmens 8 (d. h. quer zur Fertigungsrichtung) positionierbar und in vertikaler Richtung gegenüber den einzelnen Betonierrahmen 8 einstellbar befestigt. Die Schalungsträger 11 tragen die Schalungen 12 für die Aufnahmeeinrichtungen 13 oder Schienenstützpunkte und sind an Betonzuführleitungen 14 angeschlossen. Das Betonieren der Aufnahmeeinrichtungen 13 und das Umsetzen der Betonierrahmen 8 mit den Schalungsträgern 11 und den Schalungen 12 erfolgt im Wechseltakt, das Umsetzen mit Hilfe des Portalkrans 7.A plurality of concrete frames 8 are in the machine frame housed, which can be implemented in the production direction and the devices 9, 16 for vertical adjustment and Have fixation on the concrete slab 10. To the Concrete frames 8 are formwork beams 11 in the longitudinal direction of the Concrete frame 8 (i.e. across the direction of manufacture) positionable and in the vertical direction compared to the individual concreting frame 8 adjustable attached. The Formwork beams 11 carry the formwork 12 for the Recording devices 13 or rail bases and are on Concrete feed lines 14 connected. Concreting the Recording devices 13 and the implementation of the concrete frame 8 with the formwork beams 11 and the formwork 12 alternating, the implementation with the help of the portal crane 7.

    Der Betoniermaschine kommt die wichtige Aufgabe zu, die Schienenstützpunkte 13 lagegenau einzuschalen. Der Portalkran 7 erreicht alle Punkte der Geräteeinheit. Die Betonierrahmen sorgen dafür, daß jeder Stützpunktbereich für sich fixiert werden kann. Es wird angestrebt, die Betonierrahmen 8 zu Schalungseinheiten, bestehend aus mindestens drei Betonierrahmen 8, zusammenzufassen. Über den Schienenstützpunkten 13 ist ein querverschiebliches Rahmenteil angeordnet, welches den Betonierrahmen 8 umfaßt. Dieses Rahmenteil ist über Spindeln oder Hydraulik horizontal justierbar. Zur vertikalen Justierung sind zwischen Überschiebrahmen und Stützpunktschalung 12 Justiervorrichtungen in Form von Spindeln oder einer Hydraulik zwischengeschaltet. Die feste Verbindung der Schalungen stellt die absolute Spurgenauigkeit für das Gleis sicher. Die beschriebenen Bewegungsfreiheitsgrade sind durch Pfeile angedeutet. Die dazu erforderlichen Stelltriebe, z.B. Spindeln oder Hydraulikzylinder, wurden nicht gezeichnet.The concreting machine has the important task that To form rail bases 13 in the correct position. The gantry crane 7 reaches all points of the device unit. The concrete frame ensure that each base area is fixed for itself can be. The aim is to close the concrete frame 8 Formwork units consisting of at least three Concrete frame 8 to summarize. Above the rail bases 13 is a displaceable frame part arranged, which comprises the concreting frame 8. This Frame part is horizontal via spindles or hydraulics adjustable. For vertical adjustment are between slide frames and base formwork 12 adjustment devices interposed in the form of spindles or a hydraulic system. The firm connection of the formwork represents the absolute Track accuracy for the track safe. The described Degrees of freedom of movement are indicated by arrows. The necessary actuators, e.g. Spindles or Hydraulic cylinders were not drawn.

    Die Betonierrahmen 8 werden über Spindeln oder Hydraulik mit der Fahrbahnplatte 10 fixiert und festgesetzt. Da beim Betonieren der Schienenstützpunkte 13, bedingt durch die Betonierdrücke, abhebende Kräfte auftreten, ist eine Vertikalsicherung der Betonierrahmen 8 vorgesehen. Dazu werden seitliche Taschen 15 bereits mit dem Fahrbahnfertiger gezogen. Dazu wird auf rechts und links unten in Fig. 1 verwiesen. In diese Taschen 15 greifen entsprechend geformte Auflagerplatten 16 ein. Diese Platten 16 sind über ein Hydraulik- oder Gewindegestänge mit dem Betonierrahmen 8 vertikal unverschieblich verbunden. Somit ist eine horizontale Lagesicherung sichergestellt. Abhebende Kräfte können ebenfalls sicher aufgenommen werden. Die vertikalen Betonierrahmenelemente können teleskopierbar aus- und eingefahren werden.The concreting frames 8 are made using spindles or hydraulics the pavement plate 10 fixed and fixed. Since at Concrete the rail bases 13, due to the Concreting pressures, lifting forces occur is one Vertical securing of the concrete frame 8 is provided. To side pockets 15 are already with the pavers drawn. To do this, right and left bottom in Fig. 1st referred. Appropriately shaped pockets engage in these pockets 15 Support plates 16 a. These plates 16 are over one Hydraulic or threaded linkage with the concrete frame 8 vertically immovably connected. So is one horizontal position assurance ensured. Lifting forces can also be safely recorded. The vertical Concrete frame elements can be extended and retracted telescopically be retracted.

    In Fig. 2 ist die Betoniermaschine mit mehreren Schalungseinheiten aus mehreren Betonierrahmen dargestellt. Ziel ist es, eine ausreichende Anzahl dieser Stützpunktschalungen 12 vorzuhalten, so daß ein kontinuierliches Arbeiten sichergestellt ist. Wenn sich eine oder mehrere Schalungseinheiten in Betonierposition befinden, können gleichzeitig zusätzliche Schalungseinheiten entweder nachbehandelt und gereinigt werden bzw. schon in die neue Position gehoben werden. Durch die Anzahl der Schalungseinheiten und die Abbindezeiten für den Stützpunktbeton bzw. Mörtel kann die Baugeschwindigkeit für die Schienenstützpunkte 13 positiv beeinflußt werden. Der Maschinenrahmen 1 kann wahlweise so geschaltet werden, daß eine kontinuierliche Fortbewegung erreicht wird oder das Gerät mit dem Umsetzen der Schalung verfahren wird. Dies wird sichergestellt durch flexible Betonleitungen 14, die die Verbindung zu einem Rotorverteiler 17 für den Beton herstellen. Dazu wird auf Fig. 3 verwiesen, die auch die Schalungen 12 und die üblichen Ventile erkennen läßt. Dieser Rotorverteiler ist ebenfalls horizontal beweglich am Maschinenrahmen angebracht.2 is the concreting machine with several Formwork units shown from several concrete frames. The goal is to have a sufficient number of these Base formwork 12 available so that a continuous work is ensured. If there is one or several formwork units are in the concreting position, can simultaneously formwork units either aftertreated and cleaned or already in the new one Position to be lifted. By the number of Formwork units and the setting times for the Base concrete or mortar can reduce the construction speed for the rail bases 13 are positively influenced. Of the Machine frame 1 can optionally be switched so that continuous movement is achieved or that Device with moving the formwork is moved. this will ensured by flexible concrete pipes 14, the Connection to a rotor distributor 17 for the concrete produce. Reference is made to Fig. 3, which also the Formwork 12 and the usual valves can be seen. This Rotor distributor is also horizontally movable on Machine frame attached.

    Die einzelnen Schalungen werden an den Hochpunkten über ein Ventilsystem entlüftet, welches nicht dargestellt ist.The individual formwork is at the high points over a Vented valve system, which is not shown.

    Claims (3)

    1. A travelling concreting machine for the concreting of seating devices (13) for railway rails with the aid of shuttering units (12) in the course of fabricating a ballastless superstructure system comprising a concrete slab (10) for at least one railway track, having the following features:
      1.1) the machine frame (1) is a gantry frame comprising four corner posts (2), longitudinal frame elements (3) which are attached to the corner posts (2) at the top and which extend in the direction of fabrication, and transverse frame elements (4) which join the longitudinal frame elements (3) and/or the corner posts (2), wherein travelling gear units (5), preferably tracked travelling gear units, are attached to the corner posts (2), and the machine frame (1) can travel in the direction of fabrication and optionally backwards,
      1.2) running rails (6) for a gantry crane are disposed on the longitudinal frame elements (3) and a gantry crane (7) is guided on the running rails,
      1.3) a multiplicity or a quantity of concreting frames (8) of the order of 1 to x is disposed in the machine frame, which concreting frames can be relocated in the direction of fabrication and comprise devices (9, 16) for vertical adjustment and fixation to the concrete trackway slab (10),
      1.4) shuttering supports (11) can be positioned on the concreting frames (8) in the longitudinal direction of the concreting frames (8), i.e. transversely to the direction of fabrication, and can be adjustably fixed in a vertical direction in relation to the individual concreting frames (8), which shuttering supports (11) bear the shuttering units (12) for the seating devices (13) and are connected to concrete feed lines (14),
      wherein the concreting of the seating device (13) and the relocation of the concreting frames (8) are carried out in alternating cycles and relocation is effected by means of the gantry crane (7).
    2. A procedure for operating a concreting machine according to claim 1, wherein on the relocation of the concreting frames (8) the order 1 to x of the quantity of concreting frames (8) is changed according to the relocation scheme "x, 1 to (x - 1)", "(x - 1), x, 1 to (x - 2)" and so on.
    3. A procedure according to claim 2. wherein subsidiary quantities of the quantity of 1 to x concreting frames (8), e.g. three concreting frames each time, are assembled by joining elements which extend longitudinally in the direction of fabrication and the latter are relocated correspondingly.
    EP95117195A 1994-11-30 1995-11-01 Movable machine for concrete work Expired - Lifetime EP0715023B1 (en)

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    DE4442498A DE4442498A1 (en) 1994-11-30 1994-11-30 Mobile concreting machine
    DE4442498 1994-11-30

    Publications (2)

    Publication Number Publication Date
    EP0715023A1 EP0715023A1 (en) 1996-06-05
    EP0715023B1 true EP0715023B1 (en) 1999-09-22

    Family

    ID=6534469

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP95117195A Expired - Lifetime EP0715023B1 (en) 1994-11-30 1995-11-01 Movable machine for concrete work

    Country Status (9)

    Country Link
    EP (1) EP0715023B1 (en)
    CN (1) CN1133374A (en)
    AT (1) ATE184936T1 (en)
    CZ (1) CZ289715B6 (en)
    DE (2) DE4442498A1 (en)
    DK (1) DK0715023T3 (en)
    ES (1) ES2136783T3 (en)
    PL (1) PL178899B1 (en)
    RU (1) RU2148688C1 (en)

    Families Citing this family (11)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    FR2776683A1 (en) 1998-03-27 1999-10-01 Spie Batignolles Tp RAIL TRACK CONSTRUCTION METHOD, UNIT TRACK PANEL, MACHINE FOR DEPOSITING SUCH PANELS, CONCRETE MACHINE, AND RAIL TRACK
    DE102004019275B4 (en) * 2004-04-21 2006-09-07 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg System formwork for transverse joints on fixed carriageways
    DE102006024663A1 (en) * 2006-05-26 2007-11-29 Zürcher, Ralf Tie for tracks whereby tie rests on track bed made of gravel with ballast pebbles and it is placed in area, in which it is in contact with ballast pebbles and has modular profile interlocked with ballast pebbles
    CN101245579B (en) * 2007-12-29 2011-06-29 南车洛阳机车有限公司 Installation unit of double-block non-slag rail construction equipment
    CN101550764B (en) * 2008-04-06 2012-12-05 孙长顺 Concrete pouring machine
    US8529732B2 (en) 2009-02-05 2013-09-10 Basf Se Method for producing paper, card and board with high dry strength
    ES2592568R1 (en) 2015-05-29 2017-01-27 Tecsa Empresa Constructora, S.A. PROCEDURE AND RAILWAY CONCRETE SYSTEM IN PLATE.
    CN106988169B (en) * 2017-05-16 2019-03-29 中国铁道科学研究院集团有限公司铁道建筑研究所 A kind of method that transverse direction pulls out progress track plates replacement after rail
    CN109281237B (en) * 2018-10-09 2020-05-29 胡佳威 Automatic sleeper laying robot for railway emergency rescue and disaster relief
    CN111472209A (en) * 2020-05-25 2020-07-31 中铁二院工程集团有限责任公司 Variable-track-pitch sleeper unit for ballast track and variable-track-pitch sleeper system
    CN112281557A (en) * 2020-10-19 2021-01-29 中车株洲车辆有限公司 Track laying machine and track construction method

    Family Cites Families (3)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    GB1349854A (en) * 1971-07-23 1974-04-10 Laing & Son Ltd John Slipform pavers for laying concrete beds for railway tracks
    DE3840795A1 (en) * 1988-12-03 1990-06-07 Zueblin Ag Method for producing a ballastless railway superstructure, and precast parts and device for carrying out the method
    DE4328668C1 (en) * 1993-08-26 1994-10-06 Zueblin Ag Method and apparatus for the continuous production of a ballastless track superstructure (permanent way)

    Also Published As

    Publication number Publication date
    ATE184936T1 (en) 1999-10-15
    DE4442498A1 (en) 1996-06-05
    DE59506889D1 (en) 1999-10-28
    PL311446A1 (en) 1996-06-10
    RU2148688C1 (en) 2000-05-10
    PL178899B1 (en) 2000-06-30
    CZ312895A3 (en) 1996-06-12
    ES2136783T3 (en) 1999-12-01
    CN1133374A (en) 1996-10-16
    DK0715023T3 (en) 1999-12-20
    EP0715023A1 (en) 1996-06-05
    CZ289715B6 (en) 2002-03-13

    Similar Documents

    Publication Publication Date Title
    EP1564331B1 (en) Lifting device
    EP0676504B1 (en) Method of production of a ballastless track superstructure for at least one railwaytrack
    DE4442497C2 (en) Ballastless track system for at least one railroad track
    DE2754811A1 (en) MOBILE DEVICE FOR LAYING THRESHOLDS
    EP0715023B1 (en) Movable machine for concrete work
    DE602005005372T2 (en) System and method for producing a ballastless track superstructure
    DE3825508C1 (en) Method for adjusting and fastening functional surfaces of a guideway of an electromagnetic high-speed train and device for carrying out the method
    DE3042725A1 (en) Elastically mounted ballast free railway track superstructure - has outside appliance simultaneously positioning precast concrete pieces in wet concrete slab
    EP0547082B1 (en) Foundation for railway track
    DE2830137A1 (en) sleeper-less concrete railway track rail support - has parts formed as prefabricated reinforced concrete units adjustably inserted before concreting
    DE1906690A1 (en) Rail level crossing
    DE19516163C1 (en) Procedure for positionally accurate manufacture of arrangement of rail support points
    EP1045069A2 (en) Ballastless track superstructure with prefabricated concrete slabs and process for their replacement
    AT390288B (en) DEVICE AND METHOD FOR CORRECTING THE POSITION OF A TRACK STRUCTURE POSSIBLE ON A LENGTH CONCRETE TAPE
    DE4232126C1 (en) Process and system for bridge dismantling and bridge assembly
    EP0715022B1 (en) Method of manufacture or installation of exactly positioned rail supporting points and machine-system for executing the method
    DE4219200C2 (en) Track for magnetic tracks
    DE19522478C2 (en) Process for precise and low-tolerance production of rail support points with high surface accuracy and formwork elements for carrying out the process
    DE19952803C2 (en) Superstructure for rail-bound public transport vehicles and method and device for its manufacture
    DE102004019083A1 (en) Method for laying rail track on uneven ground especially in tunnels using integral alignment means which are removed after the sleepers are secured with poured concrete
    DE10140318A1 (en) Train platform, comprises concrete slabs on top of bracing struts supported by rows of vertical stands
    DE19619867A1 (en) Method of manufacturing magnetic travel track
    AT262366B (en) Superstructure with track cover for road roller systems, level crossings, etc. like
    DE69916641T2 (en) IMPROVEMENTS ON OR WITH REGARD TO RAILWAY RAILWAYS
    DE3040442A1 (en) Rubber tyred guided vehicle track - has substructure of precast concrete cross beams on foundations or bridge girders

    Legal Events

    Date Code Title Description
    PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

    Free format text: ORIGINAL CODE: 0009012

    AK Designated contracting states

    Kind code of ref document: A1

    Designated state(s): AT BE CH DE DK ES FR GB IT LI NL

    17P Request for examination filed

    Effective date: 19960601

    GRAG Despatch of communication of intention to grant

    Free format text: ORIGINAL CODE: EPIDOS AGRA

    GRAG Despatch of communication of intention to grant

    Free format text: ORIGINAL CODE: EPIDOS AGRA

    GRAH Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOS IGRA

    GRAH Despatch of communication of intention to grant a patent

    Free format text: ORIGINAL CODE: EPIDOS IGRA

    17Q First examination report despatched

    Effective date: 19990303

    GRAA (expected) grant

    Free format text: ORIGINAL CODE: 0009210

    AK Designated contracting states

    Kind code of ref document: B1

    Designated state(s): AT BE CH DE DK ES FR GB IT LI NL

    REF Corresponds to:

    Ref document number: 184936

    Country of ref document: AT

    Date of ref document: 19991015

    Kind code of ref document: T

    RIN1 Information on inventor provided before grant (corrected)

    Inventor name: ENGELKE, GERHARD, ING.-GRAD.

    Inventor name: DAHL, JOHANNES, DIPL.-ING.

    REG Reference to a national code

    Ref country code: CH

    Ref legal event code: NV

    Representative=s name: KELLER & PARTNER PATENTANWAELTE AG

    Ref country code: CH

    Ref legal event code: EP

    ITF It: translation for a ep patent filed

    Owner name: ING. A. GIAMBROCONO & C. S.R.L.

    REF Corresponds to:

    Ref document number: 59506889

    Country of ref document: DE

    Date of ref document: 19991028

    GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

    Effective date: 19991101

    REG Reference to a national code

    Ref country code: ES

    Ref legal event code: FG2A

    Ref document number: 2136783

    Country of ref document: ES

    Kind code of ref document: T3

    REG Reference to a national code

    Ref country code: DK

    Ref legal event code: T3

    ET Fr: translation filed
    PLBE No opposition filed within time limit

    Free format text: ORIGINAL CODE: 0009261

    STAA Information on the status of an ep patent application or granted ep patent

    Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

    26N No opposition filed
    REG Reference to a national code

    Ref country code: GB

    Ref legal event code: IF02

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: FR

    Payment date: 20021120

    Year of fee payment: 8

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: BE

    Payment date: 20021122

    Year of fee payment: 8

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: GB

    Payment date: 20031103

    Year of fee payment: 9

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: DE

    Payment date: 20031112

    Year of fee payment: 9

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: DK

    Payment date: 20031114

    Year of fee payment: 9

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: CH

    Payment date: 20031118

    Year of fee payment: 9

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: AT

    Payment date: 20031125

    Year of fee payment: 9

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: NL

    Payment date: 20031126

    Year of fee payment: 9

    PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

    Ref country code: ES

    Payment date: 20031127

    Year of fee payment: 9

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: BE

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20031130

    BERE Be: lapsed

    Owner name: *HOCHTIEF A.G. VORM. GEBR. HELFMANN

    Effective date: 20031130

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: FR

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20040730

    REG Reference to a national code

    Ref country code: FR

    Ref legal event code: ST

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: GB

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20041101

    Ref country code: AT

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20041101

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: ES

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20041102

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: LI

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20041130

    Ref country code: DK

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20041130

    Ref country code: CH

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20041130

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: NL

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20050601

    Ref country code: DE

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

    Effective date: 20050601

    GBPC Gb: european patent ceased through non-payment of renewal fee

    Effective date: 20041101

    REG Reference to a national code

    Ref country code: DK

    Ref legal event code: EBP

    REG Reference to a national code

    Ref country code: CH

    Ref legal event code: PL

    NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

    Effective date: 20050601

    PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

    Ref country code: IT

    Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

    Effective date: 20051101

    REG Reference to a national code

    Ref country code: ES

    Ref legal event code: FD2A

    Effective date: 20041102