EP0715023B1 - Machine à bétonner mobile - Google Patents

Machine à bétonner mobile 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)
English (en)
Other versions
EP0715023A1 (fr
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/fr
Application granted granted Critical
Publication of EP0715023B1 publication Critical patent/EP0715023B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • 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

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Machines (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Underground Or Underwater Handling Of Building Materials (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)
  • Fertilizers (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Claims (3)

  1. Machine à bétonner mobile pour le bétonnage de dispositifs de réception (13) pour des rails de chemin de fer à l'aide de coffrages (12), lors de la réalisation d'un système de superstructure sans ballast, à dalle de roulement en béton (10), pour au moins une voie de chemin de fer, présentant les caractéristiques suivantes
    1.1 le châssis de machine (1) est un châssis de portique avec quatre montants d'angle (2), des éléments de châssis longitudinaux (3) qui s'étendent dans la direction de fabrication et sont reliés à la partie supérieure des montants d'angle (2) ainsi que des éléments de châssis transversaux (4) qui relient les éléments de châssis longitudinaux (3) et/ou les montants d'angle (2), des trains de roulement (5), de préférence des trains de roulement à chenilles, étant reliés aux montants d'angle (2) et le châssis de machine (1) pouvant être déplacé dans la direction de fabrication et éventuellement en arrière,
    1.2 sur les éléments de châssis longitudinaux (3) sont disposés des rails (6) pour une grue portique et une grue portique (7) est guidée sur lesdits rails,
    1.3 à l'intérieur du châssis de machine sont logés plusieurs châssis de bétonnage (8) ou un nombre de châssis de bétonnage (8) de l'ordre de 1 à x, qui peuvent être déplacés dans la direction de fabrication et qui comportent des dispositifs de réglage vertical et d'assujettissement à la dalle de roulement en béton (10),
    1.4 des supports de coffrage (11) sont fixés au châssis de bétonnage (8) avec possibilité de positionnement dans la direction longitudinale du châssis de bétonnage (8), c'est-à-dire transversalement à la direction de fabrication, et avec possibilité de réglage dans la direction verticale par rapport aux différents châssis de bétonnage (8), lesquels supports de coffrage (11) portent les coffrages (12) pour les dispositifs de réception (13) et sont reliés à des conduites d'alimentation en béton (14),
    le bétonnage des dispositif de réception (13) et le déplacement des châssis de bétonnage (8) ayant lieu en alternance et le déplacement étant opéré à l'aide de la grue portique (7).
  2. Procédé d'exploitation d'une machine à bétonner selon la revendication 1 dans lequel, lors du déplacement des châssis de bétonnage (8), l'ordre 1 à x à l'intérieur du nombre de châssis de bétonnage (8) est modifié conformément au schéma de déplacement "x, 1 à (x-1)", "(x-1), x, 1 à (x-2)" et ainsi de suite.
  3. Procédé d'exploitation d'une machine à bétonner selon la revendication 2, dans lequel des jeux de châssis de bétonnage (8), par exemple trois châssis de bétonnage chaque fois, parmi le nombre de châssis de bétonnage 1 à x sont groupés à l'aide d'éléments de liaison longitudinaux s'étendant dans la direction de fabrication et sont déplacés en conséquence.
EP95117195A 1994-11-30 1995-11-01 Machine à bétonner mobile Expired - Lifetime EP0715023B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4442498 1994-11-30
DE4442498A DE4442498A1 (de) 1994-11-30 1994-11-30 Fahrbare Betoniermaschine

Publications (2)

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

Family

ID=6534469

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95117195A Expired - Lifetime EP0715023B1 (fr) 1994-11-30 1995-11-01 Machine à bétonner mobile

Country Status (9)

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

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2776683A1 (fr) 1998-03-27 1999-10-01 Spie Batignolles Tp Procede de construction de voie ferree, panneau unitaire de voie, machine de depose de tels panneaux, machine de betonnage, et voie ferree
DE102004019275B4 (de) * 2004-04-21 2006-09-07 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Systemschalung für Querfugen bei festen Fahrbahnen
DE102006024663A1 (de) * 2006-05-26 2007-11-29 Zürcher, Ralf Schwelle für Gleise
CN101245579B (zh) * 2007-12-29 2011-06-29 南车洛阳机车有限公司 双块式无碴轨道施工设备之安装单元
CN101550764B (zh) * 2008-04-06 2012-12-05 孙长顺 混凝土浇筑机
PT2393982E (pt) 2009-02-05 2012-12-06 Basf Se Processo para a produção de papel, cartão e papelão com alta resistência mecânica em seco
ES2592568R1 (es) 2015-05-29 2017-01-27 Tecsa Empresa Constructora, S.A. Procedimiento y sistema de hormigonado de vía ferroviaria en placa.
CN106988169B (zh) * 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 一种横向拔钢轨后进行轨道板更换的方法
CN109281237B (zh) * 2018-10-09 2020-05-29 胡佳威 一种铁路抢险救灾用轨枕自动铺设机器人
CN111472209A (zh) * 2020-05-25 2020-07-31 中铁二院工程集团有限责任公司 一种用于有砟轨道的变轨距轨枕单元及变轨距轨枕系统
CN112281557A (zh) * 2020-10-19 2021-01-29 中车株洲车辆有限公司 铺轨机以及轨道施工方法

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 (de) * 1988-12-03 1990-06-07 Zueblin Ag Verfahren zur herstellung eines schotterlosen eisenbahnoberbaues sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens
DE4328668C1 (de) * 1993-08-26 1994-10-06 Zueblin Ag Verfahren und Vorrichtung zur kontinuierlichen Herstellung eines schotterlosen Gleisoberbaus

Also Published As

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

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