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EP0715023A1 - Machine à bétonner mobile - Google Patents

Machine à bétonner mobile Download PDF

Info

Publication number
EP0715023A1
EP0715023A1 EP95117195A EP95117195A EP0715023A1 EP 0715023 A1 EP0715023 A1 EP 0715023A1 EP 95117195 A EP95117195 A EP 95117195A EP 95117195 A EP95117195 A EP 95117195A EP 0715023 A1 EP0715023 A1 EP 0715023A1
Authority
EP
European Patent Office
Prior art keywords
concreting
frame
frames
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.)
Granted
Application number
EP95117195A
Other languages
German (de)
English (en)
Other versions
EP0715023B1 (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 which is used in connection with the production of a ballastless superstructure system for at least one railroad track from two railroad tracks, in which superstructure system receiving devices for the individual railroad tracks are concreted with the help of formwork.
  • the concreting machine is preferably, but not limited, intended for concreting these receiving devices.
  • the railroad tracks are then fastened in the receiving devices with the aid of rail fastening devices.
  • the concreting machine can be used in this context for the production of ballastless superstructure systems of different structures.
  • the concreting machine is intended for the production of a ballastless superstructure system which has a base course, a continuously manufactured concrete carriageway slab and the receiving devices for the individual railroad tracks and which is otherwise constructed as follows:
  • the concrete carriageway slab consists of two layers, one on top of the other Reinforcement consisting of reinforcing bars running in the track direction and running transversely thereto is arranged, the concrete of the two layers of the concrete carriageway slab being fluidly connected in the reinforcement mesh.
  • the receiving devices are designed as rail support elements, which are 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 fastening devices and rail feet of the individual rail rails fastened therein are arranged.
  • the rail fastening device and thus the rail feet are held in the cavities with the aid of rail fastening screws in the manner of sleeper screws which are screwed into the rail support elements.
  • the base layer is set up according to the rules of architecture to absorb static and dynamic loads. Such ballastless track systems are particularly intended for high-speed lines. Overall, high demands must therefore be made on the building. This applies in particular also with regard to the precision of the arrangement of the receiving devices according to a predetermined plan with narrow tolerances and with regard to the arrangement of the rail fastening devices in the rail support elements.
  • the invention is based on the technical problem of creating a mobile concreting machine with which, in the course of producing a ballastless superstructure system, in particular a ballastless superstructure system of the structure described, the receiving devices for the individual railroad tracks can be concreted with high precision and with a high degree of automation.
  • the invention is further based on the technical problem of specifying a special method for operating such a concreting machine.
  • the invention also teaches a method for operating such a concreting machine.
  • the order 1 to x in the quantity of concreting frames is determined in accordance with the sales scheme "x, 1 to (x - 1)", “(x - 1), x, 1 to (x - 2 ) "and further changed.
  • Partial quantities of the concreting frames from the aforementioned quantity e.g. three concreting frames each, can be combined by union elements running in the production direction and these can be implemented accordingly.
  • the concreting machine shown in the figures is intended 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.
  • the concreting machine has a machine frame 1.
  • the machine frame is a gantry frame with four corner supports 2, to the four corner supports 2 connected at the top, longitudinal frame elements 3 running in the direction of production, and the longitudinal frame elements 3 and / or the corner supports 2 connecting transverse frame elements 4, with 2 trolleys on the corner supports 5, preferably crawler tracks, are connected.
  • the machine frame 1 can be moved in the production direction and, if necessary, back.
  • Running rails 6 for a gantry crane are arranged on the longitudinal frame elements 3 and a gantry crane 7 is guided on these.
  • a plurality of concreting frames 8 are accommodated in the machine frame, which can be implemented in the production direction and have the devices 9, 16 for vertical adjustment and fixing to the concrete carriageway slab 10.
  • Formwork beams 11 can be positioned on the concreting frame 8 in the longitudinal direction of the concreting frame 8 (that is to say transversely to the production direction) and can be fixed in the vertical direction with respect to the individual concreting frame 8.
  • the Formwork beams 11 carry the formwork 12 for the receiving devices 13 or rail support points and are connected to concrete supply lines 14.
  • the receiving devices 13 are concreted and the concreting frames 8 are moved with the formwork beams 11 and the formwork 12 in alternating cycles, and the lifting with the help of the gantry crane 7.
  • the concreting machine has the important task of form-fitting the rail support points 13.
  • the gantry crane 7 reaches all points of the device unit.
  • the concreting frames ensure that each base area can be fixed separately.
  • the aim is to combine the concrete frames 8 into formwork units consisting of at least three concrete frames 8.
  • This frame part can be adjusted horizontally using spindles or hydraulics.
  • 12 adjustment devices in the form of spindles or a hydraulic system are interposed between the sliding frame and the base formwork.
  • the fixed connection of the formwork ensures absolute track accuracy for the track.
  • the degrees of freedom of movement described are indicated by arrows.
  • the actuators required for this, e.g. Spindles or hydraulic cylinders were not drawn.
  • the concreting frames 8 are fixed and fixed to the roadway plate 10 via spindles or hydraulics. Since lifting forces occur when concreting the rail support points 13 due to the concreting pressures, one is Vertical securing of the concrete frame 8 is provided. For this purpose, side pockets 15 are already drawn with the pavement machine. For this purpose, reference is made to the bottom left and right in FIG. 1. Correspondingly shaped support plates 16 engage in these pockets 15. These plates 16 are connected to the concreting frame 8 in a vertically immovable manner via a hydraulic or threaded rod. This ensures a horizontal securing of the position. Lifting forces can also be safely absorbed.
  • the vertical concrete frame elements can be extended and retracted telescopically.
  • Fig. 2 the concreting machine is shown with several formwork units from several concreting frames. The aim is to maintain a sufficient number of these base formwork 12 so that continuous work is ensured. If one or more formwork units are in the concreting position, additional formwork units can either be treated and cleaned at the same time or can be lifted into the new position.
  • the construction speed for the rail bases 13 can be positively influenced by the number of formwork units and the setting times for the base concrete or mortar.
  • the machine frame 1 can optionally be switched so that a continuous locomotion is achieved or the device is moved with the implementation of the formwork. This is ensured by flexible concrete lines 14, which establish the connection to a rotor distributor 17 for the concrete. Reference is made to Fig. 3, which also the Formwork 12 and the usual valves can be seen. This rotor distributor is also attached to the machine frame so that it can move horizontally.
  • the individual formwork is vented at the high points via a valve system, which is not shown.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Road Paving Machines (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Mixers Of The Rotary Stirring Type (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Fertilizers (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
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
DE4442498A DE4442498A1 (de) 1994-11-30 1994-11-30 Fahrbare Betoniermaschine
DE4442498 1994-11-30

Publications (2)

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

Cited By (5)

* 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
WO2010089334A1 (fr) 2009-02-05 2010-08-12 Basf Se Procédé de fabrication de papier, de carton-pâte et de carton présentant une grande résistance à sec
EP3098349A2 (fr) 2015-05-29 2016-11-30 Tecsa Empresa Constructora, S.A. Procédé et système pour le bétonnage de piste de dalle de chemin de fer
CN106988169A (zh) * 2017-05-16 2017-07-28 中国铁道科学研究院铁道建筑研究所 一种横向拔钢轨后进行轨道板更换的系统及方法
CN109281237A (zh) * 2018-10-09 2019-01-29 马小艳 一种铁路抢险救灾用轨枕自动铺设机器人

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Citations (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

Patent Citations (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

Cited By (5)

* 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
WO2010089334A1 (fr) 2009-02-05 2010-08-12 Basf Se Procédé de fabrication de papier, de carton-pâte et de carton présentant une grande résistance à sec
EP3098349A2 (fr) 2015-05-29 2016-11-30 Tecsa Empresa Constructora, S.A. Procédé et système pour le bétonnage de piste de dalle de chemin de fer
CN106988169A (zh) * 2017-05-16 2017-07-28 中国铁道科学研究院铁道建筑研究所 一种横向拔钢轨后进行轨道板更换的系统及方法
CN109281237A (zh) * 2018-10-09 2019-01-29 马小艳 一种铁路抢险救灾用轨枕自动铺设机器人

Also Published As

Publication number Publication date
PL311446A1 (en) 1996-06-10
ES2136783T3 (es) 1999-12-01
CZ289715B6 (cs) 2002-03-13
DE4442498A1 (de) 1996-06-05
RU2148688C1 (ru) 2000-05-10
ATE184936T1 (de) 1999-10-15
DK0715023T3 (da) 1999-12-20
PL178899B1 (pl) 2000-06-30
CZ312895A3 (en) 1996-06-12
CN1133374A (zh) 1996-10-16
DE59506889D1 (de) 1999-10-28
EP0715023B1 (fr) 1999-09-22

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