WO1997027366A1 - Verfahren und einrichtung zur herstellung eines schotter- und schwellenlosen bahngleises - Google Patents
Verfahren und einrichtung zur herstellung eines schotter- und schwellenlosen bahngleises Download PDFInfo
- Publication number
- WO1997027366A1 WO1997027366A1 PCT/DE1997/000074 DE9700074W WO9727366A1 WO 1997027366 A1 WO1997027366 A1 WO 1997027366A1 DE 9700074 W DE9700074 W DE 9700074W WO 9727366 A1 WO9727366 A1 WO 9727366A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- supports
- shaping
- shaping elements
- elements
- dowels
- Prior art date
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
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- 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
- 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
- E01B2204/13—Dowels for slabs, sleepers or rail-fixings
Definitions
- the invention relates to a method for producing a ballast and sleeper-less railway track according to the preamble of claim 1 and devices for carrying out this method.
- an upper layer of, for example, concrete or asphalt which is usually referred to as a carriageway support plate, is applied to a lower so-called base layer made of, for example, concrete.
- the necessary supports for rails to be applied directly to this upper layer are simultaneously molded in during the production of this layer.
- the supports have a shape and design as they have been known in the past for supports of conventional railway sleepers.
- the above-mentioned supports for the rails have to be manufactured in a very precise shape and position within certain dimensional tolerances.
- the position of the supports determines the finished position of the rails.
- the supports must be aligned so that the rails to be assembled in can be mounted according to their exact position, height, inclination and side adjustment. Since such an exact shape and orientation of the supports cannot be achieved in practice with a formation together with the upper layer, at least with economically justifiable effort, supports and shapes formed together with the upper layer have since to be reworked mechanically to remove material become.
- holes must be drilled into the supports to accommodate screw anchors for rail fastening screws.
- the invention is concerned with the problem of creating a particularly rational and, in comparison to the previous, more precise manufacturing method and a device for carrying out this method.
- This solution according to the invention is based on the idea that, together with the production of the upper layer (support plate) for receiving the rails, the supports integrated into this layer and produced together with this initially only with one manufacturing process operated with little effort relatively rough pre-training the.
- the exact finished dimension is only achieved in a subsequent step in that precisely aligned shaping elements are placed on the preformed supports with the material of the upper layer still deformable, with which the supports are reshaped in shape and position to a very precise finished dimension.
- Post-forming with special shaping elements takes place independently of the pre-shaping of the supports.
- At least one associated pair of supports lying opposite in the transverse direction of the track is in each case simultaneously formed.
- the shaping elements can be controlled telemetrically from outside a device which is adjustably mounted to the shaping elements according to geographical fixed points, with the location coordinates specified for the desired, operational track position.
- the shaping elements preferably form during the shaping process at the same time for fastening the rail Nuts required in the supports fit into these supports.
- the dowels Before being molded into the supports, the dowels are detachably attached to the shaping elements.
- the releasable connection of the dowels to the shaping elements can be an adherence to thorns of the shaping elements which engage in the dowels.
- the dowels are inserted under vibration so that the dowels can be easily anchored and firmly anchored into the material of the supports.
- the dowels are each fed to the shaping elements before a new shaping process for subsequent introduction into the support material.
- a device which is expedient for carrying out the method according to the invention, it is an assembly vehicle which can be steered according to predetermined local coordinates and has an upper frame which is height-adjustable in relation to a chassis.
- a preforming device is arranged for the material which is deformable to produce the support plate with molded-in supports.
- the preforming device can be a known slipform former.
- In the direction of travel behind the preforming device is the same on the upper frame Assembly vehicle attached a leading post-forming device holding the shaping elements.
- the upper frame with the pre- and post-forming device can be adjusted in height relative to the chassis of the assembly vehicle.
- supports can be produced with the preforming device in a mold with only an extremely slight dimensional deviation from the dimension to be finished. For example, a dimensional deviation of only about ⁇ 5 mm with respect to the height and direction of the track can be achieved with a track length of 5 m.
- the supports or support areas should only have such a horizontal extension that the rail fastening means can find sufficient space on them.
- the supports should on the one hand be separate bodies in the transverse direction of the track, each for receiving a rail, and should also be spaced apart in the longitudinal direction of the track.
- the transverse spacing can be easily implemented.
- the distance between the individual supports in the longitudinal direction that is to say a corresponding free space between the supports protruding from the support plate, can in principle already be generated in the preforming device.
- the assembly vehicle moves continuously forwards under coordinate control, the supports correspondingly continuously leaving the preforming device or being shaped by it.
- a cover device can be fitted onto the strip continuously formed by the preforming device, from which the supports are to be separated, directly after the shaping has been carried out while the strip material is still in a deformable state when the assembly vehicle is at a standstill.
- this covering device there are clearing elements with the aid of which the strip material lying between the individual supports to be produced can be removed.
- the covering device is disengaged from its clearing elements.
- the strip material lying between the desired supports is removed practically simultaneously with the respective shaping of the previous one Work process individual supports through the shaping elements. For this reason, the same number of supports is produced in one operation by removing strip material lying between them, as supports can be re-formed in one operation with the shaping elements.
- the cleared strip material which is still in a deformable state is preferably used again as a preform material.
- the supports can also be separated only after the support regions have been shaped with the shaping elements.
- the shaping elements then form on the endless support band only those regions in which the rails are later to be fastened, and subsequently between the individual members post-formed support areas is removed material.
- the material can be cleared out between the reshaped support areas when the support tape, which is initially made in the form of a tape, has hardened.
- the assembly vehicle can be guided in a coordinate-controlled manner exactly according to control systems known per se for this purpose.
- the shaping elements with which the supports are reshaped to the final rail assembly dimension are attached to the upper frame of the assembly vehicle within their Permanent post-forming device movably mounted on all sides.
- the post-forming device with the shaping elements consists of a series of supporting elements that can be moved relative to one another.
- movable supporting elements consist at least of the following mutually movable individual elements of a swash plate which is adjustably mounted on the upper frame of the assembly vehicle, a shaping element carrier,
- the swash plate is advantageously adjustable in height with respect to the upper frame.
- the swash plate can in particular be designed as a flat triangular support frame which is mounted at different heights in the triangle points relative to the upper frame of the assembly vehicle.
- the shaping elements themselves are expediently displaceable in height in the carrier carrying the shaping elements.
- the shaping elements can carry out vertical vibratory movements, which on the one hand achieves a good shaping effect for the supports and on the other hand achieves simple insertion of the rail fastening dowels into the still deformable support material.
- the vibration also provides a very advantageous way of integrating the dowels into the support material.
- the dowels have a corrugated outer shape, the shafts being ring beads strung together in the longitudinal direction of the dowels.
- the dowels adhere easily to the holding mandrels of the shaping elements.
- the dowels are preferably applied to these mandrels at the same time via a loading device with a movable dowel holder which is fitted in a position which differs from that in which the dowels are taken over by the thorns.
- the dowels are taken over from the dowel holder in that the shaping elements with the mandrels perform a takeover movement with the dowel holder at rest. If the shaping elements perform their post-forming function, the dowel holder is located outside the movement space of the shaping elements.
- the shaping element carrier is directly or indirectly via the assembly vehicle via at least partially from outside control signals coming from the assembly vehicle can be aligned exactly according to predetermined location coordinates.
- the shaping element carrier is provided with telemetrically detectable fixed points. These fixed points are designed as conventional transmitters in telemetry. At least three such fixed points must be present.
- At least one of the fixed points is continuously aimed at by a theodolite which is stationary with respect to a certain working distance of the assembly vehicle and is oriented according to the respective landscape coordinates, the theodolite tracking the at least one fixed point which moves with the advancing movement of the assembly vehicle.
- the actual position determination of the shaping element carrier by a fixed theodolite takes place with an exclusively direct control from the outside only when the assembly vehicle is at a standstill. This position determination is carried out automatically by the theodolite when the assembly vehicle comes to a standstill. This is carried out in such a way that the theodolite targets the at least three fixed points one after the other and uses this to determine the position of the wearer. If four fixed points are aimed at by the theodolite, the measuring accuracy increases. In this case, however, the theodolite requires a somewhat longer measuring time, since it is at target four fixed points one more than is the case if only three fixed points are present.
- theodolite has detected the actual position of the shaping element carrier, this position is compared with a target position previously determined and stored by the theodolite.
- the position deviation is used as a measure of control pulses to be delivered to control units.
- the control units are servomotors which can adjust the elements of the post-forming device which are movable relative to one another. If the shaping element carrier is aligned with its desired position, the shaping elements are vibrated out of the shaping element carrier for re-forming the supports. With this re-shaping, the rail fastening dowels which are detachably adhering to the shaping elements are simultaneously inserted into the Support driven.
- the assembly vehicle continues its feed movement during which the pre-forming device generates pre-formed supports. While the preforming of the supports takes place while the assembly vehicle is moving, the postforming can only be carried out when the assembly vehicle is at a standstill.
- FIG. 1 shows a plan view of a support plate on a support layer of a railway track with a schematic indication of the shaping elements according to the invention
- FIG. 3 shows a section along line III-III in FIG. 1 through an individual shaping element in the post-forming process
- FIG. 5 shows a plan view of an assembly vehicle with integrated pre- and post-forming device
- FIG. 6 is a view of the assembly vehicle of FIG. 5,
- FIG. 7 shows a section through the assembly vehicle according to line VII-VII in FIG. 5, 8 shows the shaping element carrier as an individual part in a view according to FIG. 6 with a dowel loading device attached to it - not shown in FIGS. 5 to 7,
- FIG. 9 shows the shaping element carrier according to FIG. 8 in a view according to view 7,
- FIG. 10 shows a detail from a device according to FIG. 5 with a device for separating the supports from a support belt.
- Fig. 1 the schematic manufacturing process of a track substructure can be seen.
- the lower, so-called base layer 1 is produced in the usual way from, for example, hydraulically bound material.
- the upper layer, the so-called support plate 2 is then made from, for example, concrete using a production device which is guided on the edges of this support layer and will be explained in more detail below.
- This material is applied in a deformable state with pre-shaping of supports 3, in which rails 5 are later to be fastened.
- the supports 3 only receive a raw shape by being a continuous belt in the longitudinal direction of the track with one of the final supports 3 corresponding cross-section are formed. If the material of the support plate 2 has not yet hardened, the supports 3 are then given their final position and shape by post-forming. This is done with individual shaping elements 4 which are placed on the material of the preformed supports 3 which is still in the deformable state. When laying on for reshaping the supports 3, the shaping elements are located in an alignment and holding device (not to be described in more detail below) in the schematic illustration of FIG. 3.
- This device which is located together with a preforming device for the support plate material in an assembly vehicle which can be moved on the support layer, is provided with measuring and straightening devices which enable the shaping elements 4 to be placed on the preformed supports 3 to be aligned so that the supports 3 reshaped by the shaping elements 4 are height, incline and side adjusted according to a desired specification for a direct reception of the rails 5 to be assembled.
- a plurality of shaping elements 4 are operated jointly with one alignment and holding device.
- such a device can be equipped with at least three pairs of shaping elements 4.
- Dowels 7 made of plastic, for example, are connected to the shaping elements 4 via a quick-release fastener 6, which is only shown schematically in FIG. the preformed supports 3 are simultaneously pressed into the still soft material of the support plate 2 by the shaping elements 4.
- the indentation takes place under vibration.
- the shaping element 4, which can also be referred to as a die, contains a part which can be swung away to the side and which can be swiveled in and out laterally when the support 3 is shaped.
- the material still present between the final supports 3, made of a band originally shaped continuously, for example, is, after it has hardened, cleared between the regions serving as supports 3. This can be done, for example, by milling.
- the rails 5 can be mounted in the usual manner on the supports 3 formed with the finished dimension, as indicated in FIG. 4.
- a sound-absorbing intermediate plate 8 is first placed on the base of the supports 3.
- a base plate 9 is then applied to this.
- the rail 5 is placed on this in turn with the interposition of a further intermediate layer 10.
- the rail 5 is braced in the usual way with the aid of angle guide plates 11 and a clamping clamp 12 each engaging thereon, which is clamped with a screw 13 which engages in the dowel 7 within the support plate 2.
- the method according to the invention has the particular advantage that the fully formed supports do not require any subsequent mechanical material processing on their support surface. As a result, extremely efficient production is already possible.
- An assembly vehicle 14 consists of a chassis 15 with steerable caterpillar drives 16 and an upper frame 17 which is height-adjustable in the chassis 15.
- the assembly vehicle 14 can drive along a prefabricated base layer 1 in a coordinate-controlled manner.
- the direction of travel of the assembly vehicle is indicated by an arrow F in FIG. 6.
- a preform 18 in the form of a slide form former known per se is fixedly attached in the direction of travel.
- a post-forming device 19 is suspended on all sides of the upper frame 17.
- This post-forming device 19 is constructed in detail as follows.
- a swash plate 20 which is triangular in basic form is adjustably connected to the upper frame 17 in its corner regions via servomotors 21. By means of this adjustable mounting, the swash plate 20 can be inclined as desired and its height can be adjusted with respect to the base of the assembly vehicle 14.
- a shaping element carrier 22 is articulated thereon via two interposed support elements.
- the upper support element which acts directly on the swash plate 20, is an intermediate plate 23 which can be rotated about a vertical axis with respect to the swash plate 20.
- an intermediate carrier 24 which serves for the shaping element carrier 22 to be horizontally displaceable relative to the swash plate 20 in two mutually perpendicular directions.
- the intermediate carrier 24 is connected via a tongue and groove guide on the one hand to the intermediate disk 23 and on the other hand to the shaping element carrier 22.
- the actual shaping elements 4 are held and guided vertically displaceably in legs of the shaping element carrier 22 pointing vertically downward.
- the shaping elements 4 are each mounted in such a way that three shaping elements 4 assigned to a rail 5 of a track are combined in a vertically displaceable manner in this carrier 22.
- the shaping elements 4 assigned to a rail can be displaced separately in the carrier 22 per rail.
- a fixed point for targeting by a theodolite 26 is attached to the outer horizontal corner regions of the shaping element carrier 22. Since the shaping element carrier 22 is cuboid in plan view, there are a total of four fixed points 25 to be aimed from the outside theodolite 26. A theodolite 26 which is fixed in the landscape is shown schematically in FIG. 5. A bearing beam 27 emanating from this at one of the fixed points 25 is indicated by dash-dotted lines.
- a ballast-free and sleeper-free rail track can be produced as follows with supports 3 that are pre-molded to fit rails 5.
- An assembly vehicle 14 with the above-described devices contained therein is placed on a base layer 1 of a railway track, which is produced in the usual way, and is moved in the usual way in a position-oriented manner according to predetermined location coordinates.
- the preforming device 18 which is designed as a slipform former, is given deformable material in the form of a concrete.
- the preform device 18 is assigned to the base layer 1 on which the assembly vehicle 14 travels, by means of the preformed supports 3 in the form of a continuous band 28 can be.
- the dimensional accuracy of the support strips 28 produced is approximately ⁇ 5 mm with respect to a track length of 5 m.
- the assembly vehicle moves continuously in the feed direction.
- the theodolite 26 tracks over at least one NEN of the fixed points 25, the feed movement of the assembly vehicle 14th
- the assembly vehicle 14 is stopped.
- the theodolite 26 automatically determines the position of the shaping element carrier 22.
- the theodolite 26 targets the existing four fixed points 25 one after the other, as a result of which it receives the actual position data of this carrier.
- These actual position data of the shaping element carrier 22 are compared with the target position data determined and stored by the theodolite 26. The deviation is used as a control variable for aligning the shaping element carrier 22 to the desired position.
- Alignment takes place via servomotors present in the postforming device 19, with which the individual support elements of this device can be moved against each other.
- the position of the swash plate 20 determine and effect the servomotors 21 mounted between this swash plate 20 and the upper frame 17. If the shaping element carrier 22 is aligned with its desired position, the shaping elements 4 are moved out of the shaping element carrier 22 with vibration on the still deformable material of the support ger band 28 extend to form the finished support 3.
- dowels 7 each adhere to the mandrels 7 ′ attached there and are force-fitly driven into the support material under the vibration movement.
- the dowels 7 are applied to the mandrels 1 'of the shaping elements 4 with the aid of a dowel loading device 29 shown schematically in FIGS. 8 and 9.
- the dowel loading device 29 consists of a dowel holder 30 which can be slid in the form of a slide in a guide rail 31 of the shaping element carrier 22. In a position outside the shaping element carrier 22, the dowels 7 are inserted mechanically or by hand into receiving openings in the dowel holder 30.
- the receiving openings are provided in the dowel holder 30 in such a way that the dowels 7, when the dowel holder 30 is inserted into the shaping element carrier 22, are aligned with the mandrels 7 ′ of the shaping elements 4.
- the take-over of the dowels 7 from the dowel holder 30 onto the mandrels 7 'of the shaping elements 4 takes place in that the shaping elements 4 execute a movement which corresponds to the feed movement of these elements when shaping the supports 3. In order to accommodate the dowels 7, this movement of course only to such an extent that the dowels 7 are gripped in the dowel holder 30 and can be removed therefrom adhering to the mandrels 7 '.
- the dowel holder 30 in the guide rail 31 is again pushed outward of the shaping element carrier 22 for a new loading process.
- the extension stroke for the shaping elements 4 in relation to the shaping element carrier 22 is constantly predetermined, so that when the shaping element carrier 22 is in the desired position, the dimensionally accurate re-shaping of the preformed support 3 is determined solely by the position of the shaping element carrier 22.
- the shaping elements 4 are raised in the direction of the shaping element carrier 22.
- new dowels 7 are placed on the mandrels 7 'of the shaping elements 4, so that the next supports 3 can be pressed into them during the post-forming.
- the assembly vehicle 14 After the completion of a post-forming process, the assembly vehicle 14 continues its feed movement until a sufficiently long support band 28 is pre-formed for the next post-forming process. Then the post-forming process is repeated in the manner described above. If the assembly vehicle 14 has moved out of the detection area of the theodolite 26, a further theodolite which has already been installed in the direction of travel takes over the bearing and measurement. The theodolite 26, which previously had this task, is then used initially for the final measurement of the finished supports 3 before it is used forward in the direction of travel of the assembly vehicle 14 for a renewed assumption of the bearing of the assembly vehicle 14.
- the strip material lying between the fully re-formed support 3 areas is mechanically removed in the hardened state. This can be done, for example, by milling.
- a clearing device 32 for clearing out the adjacent supports 3 to be produced between can be closed Removing, still deformable support tape material may be provided.
- a clearing device 32 consists of a covering device 33, which is adapted to the shape of the support belt 28, and clearing elements 34 mounted therein, which perform a relative movement with respect to the clearing device 32 during clearing.
- the clearing device 32 can be mounted such that it can be displaced in height on the upper frame 17 of the assembly vehicle. When the assembly vehicle is moving, this device 32 is disengaged from the support belt 28 that is produced, in that it is raised. By clearing out the strip material within the device 32, when the assembly vehicle is at a standstill, as many supports 3 are separated as can be re-formed in a single step using shaping elements 4. The cleared strip material is fed back to the preforming material.
- the telemetric controls described there with in particular integrated inertial measurement systems can be used exclusively for guiding the assembly vehicle 14 in a different alignment system for the postforming device 19 or in combination with a corresponding control system for the postforming device 19.
- the same theodolites can be used, which then possibly fulfill a double function.
- the supports in the height and direction of the track with reference to a track length of 5 m to an accuracy of approximately ⁇ 1 mm.
- This manufacturing accuracy makes it possible to fasten the rails of the slide directly onto the supports in the usual way without having to do any reworking on the rail support surface of the supports. This enables an extremely efficient and precise production of a track on a so-called fixed track with a continuous compact support plate.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Automatic Assembly (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Transplanting Machines (AREA)
- Railway Tracks (AREA)
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19780040T DE19780040D2 (de) | 1996-01-26 | 1997-01-09 | Verfahren und Einrichtung zur Herstellung eines schotter- und schwellenlosen Bahngleises |
EP97907003A EP0876538B1 (de) | 1996-01-26 | 1997-01-09 | Verfahren und einrichtung zur herstellung eines schotter- und schwellenlosen bahngleises |
DE59700390T DE59700390D1 (de) | 1996-01-26 | 1997-01-09 | Verfahren und einrichtung zur herstellung eines schotter- und schwellenlosen bahngleises |
AU19230/97A AU1923097A (en) | 1996-01-26 | 1997-01-09 | Method and device for producing a ballastless and sleeper-less line of rails |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19602717 | 1996-01-26 | ||
DE19602717.9 | 1996-01-26 | ||
DE19640499 | 1996-10-01 | ||
DE19640499.1 | 1996-10-01 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1997027366A1 true WO1997027366A1 (de) | 1997-07-31 |
Family
ID=26022372
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE1997/000074 WO1997027366A1 (de) | 1996-01-26 | 1997-01-09 | Verfahren und einrichtung zur herstellung eines schotter- und schwellenlosen bahngleises |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0876538B1 (de) |
AT (1) | ATE184063T1 (de) |
AU (1) | AU1923097A (de) |
DE (2) | DE19780040D2 (de) |
WO (1) | WO1997027366A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1201823A1 (de) * | 2000-10-31 | 2002-05-02 | Jörg Schwarzbich | Verfahren zur Herstellung eines Schienenunterbaus |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111576104B (zh) * | 2020-04-09 | 2021-07-27 | 重庆工程职业技术学院 | 自动调整轨道板安装位置的方法 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2422942A1 (de) * | 1974-05-11 | 1975-11-20 | Zueblin Ag | Verfahren zur herstellung von eisenbahnoberbauten sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens |
DE3042725A1 (de) * | 1980-11-13 | 1982-06-16 | Ed. Züblin AG, 7000 Stuttgart | Verfahren zur herstellung einer elastisch gelagerten, schotterlosen oberbaukonstruktion fuer schienenbahnen |
DE3840795A1 (de) * | 1988-12-03 | 1990-06-07 | Zueblin Ag | Verfahren zur herstellung eines schotterlosen eisenbahnoberbaues sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens |
EP0676504A1 (de) * | 1994-04-07 | 1995-10-11 | Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann | Schotterloses Oberbausystem für zumindest ein Eisenbahngleis und Verfahren zur Herstellung |
-
1997
- 1997-01-09 DE DE19780040T patent/DE19780040D2/de not_active Expired - Fee Related
- 1997-01-09 EP EP97907003A patent/EP0876538B1/de not_active Expired - Lifetime
- 1997-01-09 DE DE59700390T patent/DE59700390D1/de not_active Expired - Fee Related
- 1997-01-09 WO PCT/DE1997/000074 patent/WO1997027366A1/de active IP Right Grant
- 1997-01-09 AU AU19230/97A patent/AU1923097A/en not_active Abandoned
- 1997-01-09 AT AT97907003T patent/ATE184063T1/de not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2422942A1 (de) * | 1974-05-11 | 1975-11-20 | Zueblin Ag | Verfahren zur herstellung von eisenbahnoberbauten sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens |
DE3042725A1 (de) * | 1980-11-13 | 1982-06-16 | Ed. Züblin AG, 7000 Stuttgart | Verfahren zur herstellung einer elastisch gelagerten, schotterlosen oberbaukonstruktion fuer schienenbahnen |
DE3840795A1 (de) * | 1988-12-03 | 1990-06-07 | Zueblin Ag | Verfahren zur herstellung eines schotterlosen eisenbahnoberbaues sowie fertigteile und vorrichtung zur durchfuehrung des verfahrens |
EP0676504A1 (de) * | 1994-04-07 | 1995-10-11 | Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann | Schotterloses Oberbausystem für zumindest ein Eisenbahngleis und Verfahren zur Herstellung |
Non-Patent Citations (2)
Title |
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"Feste Fahrbahn -System Züblin-", BETON-UND STAHLBETONBAU, vol. 85, no. 3, 1990, BERLIN, pages A26, XP002030702 * |
MÜLLER: "Möglichkeiten der Steuerung von Baumaschinen", VERMESSUNGSTECHNIK, vol. 33, no. 8, 1985, BERLIN, pages 269 - 272, XP000671750 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1201823A1 (de) * | 2000-10-31 | 2002-05-02 | Jörg Schwarzbich | Verfahren zur Herstellung eines Schienenunterbaus |
WO2002036882A1 (de) * | 2000-10-31 | 2002-05-10 | Schwarzbich Joerg | Verfahren zur herstellung eines schienenunterbaus |
US6808660B2 (en) | 2000-10-31 | 2004-10-26 | Schwarzbich Joerg | Method for producing a rail substructure |
AU783803B2 (en) * | 2000-10-31 | 2005-12-08 | Jorg Schwarzbich | Method for producing a rail substructure |
Also Published As
Publication number | Publication date |
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DE19780040D2 (de) | 1998-10-29 |
ATE184063T1 (de) | 1999-09-15 |
EP0876538B1 (de) | 1999-09-01 |
DE59700390D1 (de) | 1999-10-07 |
EP0876538A1 (de) | 1998-11-11 |
AU1923097A (en) | 1997-08-20 |
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