WO2016193599A1 - Support for a panel of a section of guided transport track - Google Patents
Support for a panel of a section of guided transport track Download PDFInfo
- Publication number
- WO2016193599A1 WO2016193599A1 PCT/FR2016/051276 FR2016051276W WO2016193599A1 WO 2016193599 A1 WO2016193599 A1 WO 2016193599A1 FR 2016051276 W FR2016051276 W FR 2016051276W WO 2016193599 A1 WO2016193599 A1 WO 2016193599A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- track
- cradle
- stud
- section
- support
- Prior art date
Links
- 238000006073 displacement reaction Methods 0.000 claims description 45
- 239000002184 metal Substances 0.000 claims description 34
- 238000002513 implantation Methods 0.000 claims description 15
- 230000000295 complement effect Effects 0.000 claims description 11
- 238000005096 rolling process Methods 0.000 claims description 9
- 230000000903 blocking effect Effects 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000010426 asphalt Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000000872 buffer Substances 0.000 description 2
- 238000012937 correction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000000806 elastomer Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000000056 organ Anatomy 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
- E01B2/00—General structure of permanent way
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
- E01B2/006—Deep foundation of tracks
-
- 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
- E01B29/04—Lifting or levelling of tracks
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
- E01B3/38—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2201/00—Fastening or restraining methods
- E01B2201/02—Fastening or restraining methods by wedging action
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2201/00—Fastening or restraining methods
- E01B2201/04—Fastening or restraining methods by bolting, nailing or the like
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/09—Ballastless systems
Definitions
- the invention relates to non-ballast tracks for guided transport vehicles, such as railway or pneumatic vehicles. More particularly, the invention relates to a support for the guided transport path sections for forming, by a successive arrangement of a plurality of sections, a non-ballast track, a track section and a corresponding ballastless track.
- ballast Since the birth of railroad tracks, it is known to install these tracks on ballast, that is to say on a bed of crushed stone or gravel.
- the ballast makes it possible to distribute on the platform of the underlying track the forces transmitted by the sleepers under the action of the rolling loads.
- the ballast thus makes it possible to limit the settlement of the platform.
- the ballast finally allows to embed sleepers to limit their movements and deformations.
- These non-ballast tracks generally comprise a concrete or asphalt foundation layer on which a cast-in-place or prefabricated concrete slab is used to support and anchor the rails of the track.
- the inventors have therefore sought to propose a new concept of support and track without ballast which solves at least some of the disadvantages of known channels without ballast.
- the invention aims to overcome at least some of the disadvantages of known non-ballast channels.
- the invention aims to provide, in at least one embodiment, a support for making a fit of the tracks without ballast and maintenance of parts constituting this support while being simple design and compact.
- the invention also aims to provide a section of track that does not require a slab of concrete or poured asphalt to be installed.
- the invention also aims to provide, in at least one embodiment, a track section whose geometry (de ver s, height) can be adjusted after installation.
- the invention also aims to provide, in at least one embodiment, a track section that allows a correction of the geometry of the channel thus formed after its installation and at any time during the life of the channel thus formed .
- the invention also aims to provide, in at least one embodiment, a section of track that can be quickly installed by the track laying teams.
- the invention also aims to provide, in at least one embodiment, a track section which has easy maintenance.
- the invention also aims to provide, in at least one embodiment, a section of track that is insensitive to flooding.
- the invention also aims to provide, in at least one embodiment, a section of track that can be installed on various types of structure, such as tunnels, viaducts, including viaducts U, bridges , booms, etc.
- the invention also aims to provide, in at least one embodiment, a section of track that can be adapted to different types of guided vehicles, including rail vehicles or vehicles, high-speed passenger traffic vehicles, freight, metro, tramway, and equivalent vehicles.
- the invention relates to a support of a guided transport section section panel intended to be fixed on a track platform without ballast, the panel extending along a longitudinal axis and the support comprising:
- At least one cradle adapted to support the panel
- the cradle being mounted vertically movable along a vertical axis perpendicular to the longitudinal axis in said stud.
- the lane section panel extends horizontally along the longitudinal axis.
- the fixing stud comprises at least one side wall connected to a bottom and extending along the vertical axis, said side wall being configured to guide the movement of said cradle along the vertical axis.
- the support comprises several cradles moving and being guided in the same pad.
- said means for vertical displacement of a cradle comprise:
- a wedge wedge mounted substantially movable along a transverse axis with respect to said pad and carrying said cradle
- the vertical displacement of the cradle relative to the stud is achieved by a horizontal displacement, along the transverse axis, of a wedge wedge relative to the stud, said wedge carrying said cradle, conjugated to a horizontal locking of the cradle.
- said horizontal locking means of said cradle relative to the stud comprising a threaded insert engaged in said stud and extending horizontally through the stud bearing against said cradle.
- said means for horizontal displacement of the wedge comprise a set screw bearing against said wedge wedge and engaged in the stud extending horizontally through said stud.
- the horizontal blocking of the cradle is achieved by an adjusting screw connected in a threaded insert engaged in the stud and which bears against the cradle to prevent any horizontal movement.
- a horizontal displacement of the wedge wedge causes the sliding of the inclined planes one on the other, which results in a vertical displacement of the cradle, its horizontal displacement being constrained by the blocking means.
- each support comprises means for horizontal displacement of said wedge wedge in said stud.
- the cradle comprises at least two complementary lower inclined planes with two inclined planes upper wedges, the two lower inclined planes being oriented in substantially opposite directions.
- the two complementary inclined planes form a sliding connection between the hold and the cradle. These planes also allow the cradle to be in continuous contact with the hold.
- the bottom of the stud comprises at least a first upper inclined plane on which said shim is mounted, the first upper inclined plane being complementary with a lower inclined plane of the shim.
- said wedge slides on said inclined plane of said stud.
- the adjusting screw abuts against the wedge wedge to push and thus ensure a vertical upward movement of the support cradle.
- the corner wedge spontaneously comes by gravity slide on the inclined plane of the stud, which causes a vertical downward movement of the support cradle.
- one end of the adjusting screw is integral with the wedge wedge so that a displacement of the screw relative to the stud causes, in the direction of rotation printed on the screw, an upward movement or down the support cradle carried by the wedge wedge.
- the first upper inclined plane of the bottom forms with the transverse axis an angle of between 10 ° and 20 °.
- the first upper inclined plane of the bottom forms with the longitudinal axis an angle of between 5 ° and 15 °.
- the lower inclined planes of the cradle each form, with the longitudinal axis, an angle of between 10 ° and 20 °.
- the stud comprises two lateral walls connected to said bottom, said bottom comprising a central plane inclined higher with respect to the transverse axis between the side walls, the first upper inclined plane of the bottom being arranged between one of the side walls and the upper inclined central plane so as to form a bowl.
- the bowl makes it possible to guarantee the stability of the hold housed in this bowl and there is no effort likely to get her out of her home.
- At least one of the side walls comprises at least one through orifice of axis parallel to the longitudinal axis and adapted to receive means for disengaging the wedge from the bowl.
- the invention could also relate to a support of a guided transport section section panel intended to be fixed on a track platform without ballast, the support comprising:
- At least one cradle able to support the panel
- the displacement means comprising at least a wedge wedge movably mounted substantially along a transverse axis, perpendicular to the vertical axis, relative to said stud,
- said wedge carrying the cradle and said cradle comprising at least two complementary lower inclined planes with two upper inclined planes of the wedge, the two lower inclined planes being oriented in substantially opposite directions.
- the invention further relates to a guided transport path section for attachment to a track platform without ballast, the track section comprising a track panel comprising:
- each sill further comprising an upper longitudinal groove for receiving a rolling element and / or guiding a guided transport vehicle, such as a rail, and
- the track section comprising a plurality of panel supports according to one any of the aforesaid characteristics, adapted to be attached to said track platform and configured to support said panel above said track platform so as to adjust the height of the panel relative to said platform and to define the back of the track. track section thus formed by a coordinated setting of the different cradles.
- a section of lane according to the invention thus makes it possible to adjust the precise geometry of the lane after the installation of the lane on the platform of the lane.
- the height of each sill (and therefore the height of each guide element and / or bearing housed in the groove of the sill, hereinafter referred to as "rail" for simplicity) can be adjusted, after installation.
- This height of the sill (that is to say the distance that separates the platform from the sill) is defined and adjusted by a displacement of the support cradle of a sill. This displacement of the cradle is obtained by the implementation of the means of vertical displacement of the cradle.
- the term "platform" of the track defines a landscaped ground on which the track section according to the invention is intended to be fixed.
- the track platform corresponds to the terracing of the track on which the studs of the track section are directly fixed. According to the invention, this platform is devoid of any ballast.
- each sill being supported by at least one support - preferably two sill supports - a coordinated setting of the cradles of the different supports allows to form a cant.
- the supports of a sill are adjusted to a different height of the supports of the other sill, which allows to rotate the track panel around a longitudinal direction axis, thus forming the back.
- the track section is configured to allow the pivoting of the panel about a longitudinal axis whose position is coincident with the tread of the rail supported by the sill whose height has remained fixed, thus forming the slope .
- a section of track does not require forming a cant directly on the earthwork of the track prior to the installation of the track. This devers can be formed after the installation, by an inclination of track panel, which facilitates the laying of the track.
- a track section according to the invention allows compensation differential settlements of the platform of the track by an individual adjustment of each stud.
- the adjustment function of the track section according to the invention also allows adjustment and correction of the geometry of the track during its lifetime.
- the accuracy of the earthworks is also less critical than with prior art tracks by the possibility of being able to refine the height of each sill with respect to the platform and to make up for any earthworks defects.
- a section of track according to the invention is directly attached to the platform of the track and does not require the pouring of a slab of concrete or asphalt. Also, the realization of a transport path implementing sections of track according to the invention is performed more quickly than with the prior art ballastless track techniques.
- the track extends above the platform, allowing water to pass under the lane sign in case of flooding of the platform.
- Each liner of a lane panel of a section according to the invention comprises an upper longitudinal groove for receiving a rolling element and / or guiding a guided transport vehicle, such as a rail and its system. associated fixation.
- the section can therefore be used with different types of vehicle, the type of which is defined during the installation of the rolling element and / or guide.
- rail is used generically to define the rolling elements and guide elements that can be housed in the grooves of each sill, it being understood that this is a rail as such for a rail vehicle, but a running track for a pneumatic vehicle.
- a section according to the invention comprises a cradle mounted vertically movable in the stud and vertical displacement means of this cradle relative to the stud.
- the structure comprises minus two ties integral with the stringers.
- said sleepers are steel tubes.
- the structure comprises at least one slab secured to the longitudinal members.
- This slab can be advantageously made of concrete.
- the slab comprises a longitudinal central rib formed between the two longitudinal struts.
- This rib reinforces structurally the slab and also avoids the derailment of the guided vehicle. The vehicle will always remain on the panel.
- the cradle comprises a rounded upper face.
- the upper face is coated with an elastic sole.
- each sill has a rounded lower face shaped to the rounded upper face of the cradle.
- This rounded face is advantageously cylindrical, in the mathematical sense of the term, that is to say that it has a surface defined by the displacement of a line parallel to itself on a generator, which in this case is a Semi circle.
- the cradle and the sill have complementary shapes such that the cradle encloses the sill and forms with it a continuous contact area of support.
- the rounded shape also prevents transverse movement of the sill when mounted and supported by the cradles. Indeed, the side walls of the cradle then form transverse stops.
- each sill further comprises two stops arranged transversely on a lower face of the sill and configured to be able to receive between them a cradle so that it can, once housed between the two stops, lock longitudinally each sill.
- the stops arranged transversely under each sill prevent longitudinal slippage of the sill relative to said cradle.
- the track section comprises at least two supports per panel.
- the track section comprises four supports per panel.
- the track section according to the invention comprises two sill supports.
- said longitudinal members and said supports are formed of concrete.
- said fixing stud is mounted on a metal block comprising a metal plate and a plurality of implantation elements welded under the metal plate and extending along the vertical axis perpendicular to the plate. , said metal block being intended to be inserted into said track platform by threshing or driving to fix this support.
- Such a metal solid comprises for example several (sixteen in a particular case) implantation elements welded to the metal plate secured to the lower part of the fixing stud.
- the implantation elements comprise section sections in the form of an H. Such a characteristic makes it possible to better withstand threshing in order to drive these implantation elements into the platform.
- the implantation elements comprise a plurality of steel tubes.
- the fastening of the fastening stud to the metal solid can be of any type.
- the mounting pad is glued to the metal plate, or bolted to the metal plate.
- the stud is fixed to the platform by micropiles, for example by three micro-piles. These micro-piles can be dark, beaten or drilled in the platform of the track.
- the solid mass comprises pad setting means arranged on the metal plate.
- the invention further relates to a track without a ballast for a guided transport vehicle comprising a track platform and a plurality of track sections. track comprising any one of the aforementioned features successively fixed on said track platform.
- the invention also relates to a track section and a track formed of a plurality of track sections according to the invention characterized in combination by all or some of the features mentioned above or below.
- the invention could also relate to a section of guided transport path intended to be fixed on a track platform without ballast, said section comprising:
- a track panel comprising two sills extending along a longitudinal axis and at least two cross members integral with said sills and extending transversely between them, each sill further comprising an upper longitudinal groove for receiving a rolling element and / or guiding a guided transport vehicle, such as a rail, and,
- each support comprising a platform attachment pad, a support cradle of a sill mounted vertically movable in said pad, and means for vertically moving said cradle relative to said pad so as to adjust the height of said sill relative to said platform, and to define the devers of the section of lane thus formed by a coordinated setting of different cradles.
- the invention could also relate to a section of guided transport path intended to be fixed on a track platform without ballast, said section comprising:
- a track panel comprising two longitudinal members extending along a longitudinal axis and at least one structure integral with said longitudinal members and extending transversely between said longitudinal members;
- a plurality of panel supports adapted to be attached to said track platform and configured to support said panel above said track platform so as to be able to adjust the height of the panel relative to said platform and to define the track section backs, and
- a metal block comprising a metal plate and a plurality of implantation elements welded under the metal plate and extending along a vertical axis perpendicular to the plate, said metal block being intended to be inserted into said track platform by threshing or sinking to secure this support.
- FIG. 1 is a schematic perspective view of a track portion according to a first embodiment of the invention formed by two successive track sections according to one embodiment of the invention
- FIG. 2 is a diagrammatic view of perspective of a portion of a track section according to a second embodiment of the invention
- Figure 3 is a schematic perspective view of a track section according to the first embodiment of the invention including a support is represented in exploded perspective
- FIG. 4 is a diagrammatic perspective view from above of a lane panel of a lane section according to the first embodiment of the invention
- FIG. 5 is a diagrammatic perspective view from below of a lane panel of a lane section according to the first embodiment of the invention
- FIGS. 6 and 7 show perspective views of an embodiment of a track panel according to the invention
- FIGS. 8 and 9 show perspective views of another mode of production of a track panel according to the invention.
- FIG. 10 is a perspective view of an embodiment of a support according to the second embodiment of the invention.
- FIG. 11 is a cross-sectional view of the support of FIG. 10;
- FIG. 12 is a longitudinal sectional view of the support of FIG.
- FIG. 13 is a schematic exploded perspective view of another embodiment of a support of a track section according to one embodiment of the invention.
- FIG. 14 is a diagrammatic sectional view of the support of FIG. 13;
- FIG. 15 is a schematic exploded perspective view of an alternative embodiment of a support of a section according to another embodiment; of the invention,
- FIG. 16 is a diagrammatic sectional view of the support of FIG. 15,
- FIG. 17 is a schematic cross-sectional view of a track section according to the second embodiment of the invention on which a vertical displacement of the track is illustrated,
- FIG. 18 is a schematic cross-sectional view of a track section according to the second embodiment of the invention, in which a rotation of the track about a longitudinal axis is illustrated;
- FIG. 19 is a diagrammatic cross-sectional view of a track section according to the first embodiment of the invention on which a vertical displacement of the track is illustrated,
- FIG. 20 is a schematic cross-sectional view of a track section according to the first embodiment of the invention, in which a rotation of the track about a longitudinal axis is illustrated;
- FIG. 21 is a schematic perspective view of a portion of a section according to a first embodiment of the invention on which longitudinal locking stops of the sill are highlighted,
- FIGS. 22 and 23 respectively illustrate a first position and a second position of the holds of a support according to the second mode of embodiment of the invention
- FIG. 24 is a schematic perspective view of an embodiment of a metal bulkhead of a track section according to the invention.
- FIG. 25 is a schematic perspective view of another embodiment of a metal block of a track section according to the invention.
- FIG. 26 is a schematic sectional view of a track section according to one embodiment of the invention mounted on a track platform. 6.
- DETAILED DESCRIPTION OF AN EMBODIMENT OF THE INVENTION In the figures, the scales and the proportions are not strictly adhered to for purposes of illustration and clarity.
- each element of a support as arranged with respect to a track section and each element of a track section is described as is arranged when the track section is mounted and secured to a horizontal track platform. This arrangement is shown in particular in FIGS. 1 and 2.
- L represents a longitudinal axis corresponding to the main direction of the track section.
- the longitudinal axis L designates in particular the direction in which a guided transport vehicle moves on the track formed by a plurality of track sections according to the invention.
- T represents a transverse axis perpendicular to the longitudinal axis L.
- V is a vertical axis perpendicular to the longitudinal axis L and to the transverse axis T.
- a track 1 without a ballast according to the invention intended to allow the transport of a guided vehicle, such as a rail or pneumatic vehicle comprises a track platform 15 without ballast and a plurality of sections. , 17 of lane according to a first embodiment of the invention fixed successively on the platform 15.
- FIG. only two sections 16, 17 successive. Nevertheless, it goes without saying that in practice, a track or a section of track comprises a multitude of sections of track successively arranged on an earthwork (or platform 15).
- Figure 2 is illustrated a portion of a channel section 16 'according to a second embodiment of the invention.
- the track section 16 of the first embodiment comprises a track panel 20 and supports 31, 32, 33, 34 fixed to the platform 15.
- a support 34 is shown in exploded perspective to make appear the different elements forming the support which are described with reference to Figures 13 and 14 below.
- the track panel 20 extends horizontally along the longitudinal axis L.
- the panel 20 comprises two longitudinal members 21, 22 which extend along the longitudinal axis, which merges to the traffic direction of vehicles, once the track is installed.
- the track panel 20 also comprises a transverse structure extending along the transverse axis T.
- This transverse structure comprises in this first embodiment two crosspieces 23, 24 which extend in particular transversely to the longitudinal members 21, 22. embodiment, these crosspieces 23, 24 are formed by metal tubes whose ends are secured to the longitudinal members 21, 22.
- These longitudinal members are preferably formed of concrete.
- a track panel 20 according to this embodiment has a general ladder shape. According to an undescribed variant, the track panel may comprise concrete sleepers and form other shapes than a ladder.
- the cross members may be provided at each longitudinal end of the longitudinal members.
- the sill 21 will now be described in detail, it being understood that the sill 22 has an identical architecture.
- the sill 21 comprises an upper longitudinal groove 25 for receiving a rolling element and / or guiding a guided transport vehicle, such as a rail.
- This groove 25 therefore extends longitudinally along the longitudinal axis L and is configured to receive the guide element or bearing on which the transport vehicle will be able to circulate.
- the guide element is a rail 41.
- This groove 25 is also intended to receive the rail fastening means to the sill.
- the sill 21 also comprises, according to a preferred embodiment, a rib forming a wall 26 extending longitudinally at the lateral edge of the sill 21. This wall 26 can laterally block a vehicle in case of derailment.
- Each sill also comprises, according to this embodiment, two stops 27, 28 transverse formed on the lower surface of the sill as can be seen in Figure 5. These stops 27, 28 are spaced longitudinally from each other. a distance substantially equal to the longitudinal dimension of a cradle of a support (described hereinafter with reference to FIGS. 13 and 14) so that once the cradle is housed between the two abutments, it ensures a blocking longitudinal, along the longitudinal axis L, of the sill 21 and therefore a blocking of the corresponding channel panel 20.
- the sill presents in this embodiment, a lower face 47 rounded.
- Each support 31, 32, 33, 34 is adapted to be fixed to the platform 15 and configured to be able to support a portion of at least one sill.
- the section 16 'of track comprises a track panel 20 and supports.
- the panel 20 also comprises two longitudinal members 21, 22 extending along the longitudinal axis L. These longitudinal members also each comprise an upper longitudinal groove 25 for receiving a rolling element and / or guiding a guided transport vehicle .
- the groove 25 extends along the longitudinal axis but in a discontinuous manner.
- the transverse structure of the panel 20 comprises a slab 29 extending transversely between the two longitudinal members 21, 22.
- the slab 29 is integral with the longitudinal members. This slab 29 is defined in a plane perpendicular to the vertical axis V.
- the slab 29 comprises a central rib 30 formed between the two longitudinal members relative to the transverse axis T so as to structurally strengthen the slab 29. It also forms anti-derailment means of the guided vehicle.
- the central rib 30 extends along the axis L. In particular, it is provided in the upper part of the slab 29. According to an alternative embodiment illustrated in Figure 9, the central rib 30 is made in the lower part of the slab 29.
- the slab is advantageously made of concrete.
- Each support is adapted to be attached to the track platform and configured to support a portion of at least one sill.
- Each support comprises at least one attachment pad adapted to be fixed to the platform, at least one cradle adapted to support the panel, and means for vertically moving said cradle relative to said block so as to adjust the height of the panel relative to to said platform and to define the devers of the lane section.
- the support 34 comprises a stud 35 for fixing to the platform 15.
- This fixing stud 35 comprises a generally cylindrical shape.
- the stud 35 comprises a base 35a intended to rest on the platform 15, side walls 35b, a rear wall 35c, and a bottom 35d.
- the side walls 35b, the rear wall 35c and the bottom 35a form a housing for receiving the other members of the support 35.
- the side walls 35b and the rear wall 35c extend along the vertical axis V
- the side walls 35b are connected to the bottom 35d. These are also connected to the rear wall 35c.
- the other members of the support comprise a wedge 36 wedge which rests on the bottom 35d of the stud 35, and a cradle 37 for supporting the sill 22 which rests on the wedge 36.
- the wedge 36 and the cradle 37 are installed between the two side walls 35b of the stud 35.
- the support comprises a screw 38 for adjusting and a horizontal locking screw 39 of the cradle 37.
- Each screw extends to through the rear wall 35c of the stud by a threaded hole 53 formed in the rear wall 35c.
- This tapped hole 53 here has an axis parallel to the transverse axis T.
- Each tapped hole has a thread conjugate to the thread of the screw that it receives so that the screw is engaged in the rear wall and a rotation of this screw in this threaded hole causes a horizontal displacement, here along the transverse axis T, of this screw relative to the stud 35.
- the wedge 36 further has an inclined upper plane conjugated to a lower inclined plane of the cradle 37.
- the wedge 36 also has, according to the embodiment of FIGS. 13 and 14, an inclined lower plane P6 conjugated to an inclined upper plane of the bottom 35d of the stud 35 (see FIG.
- a rotation of the adjusting screw 38 by an operator causes a displacement of the shim 36 on the bottom 35d of the stud 35.
- This displacement of the wedge wedge 36 causes a sliding on one another of the inclined planes of the wedge 36 and the cradle 37.
- the cradle 37 being blocked horizontally by the locking screw 39, the cradle 37 is spontaneously driven in vertical displacement in the stud 35.
- a rotation of the screw 38 of adjustment makes it possible to raise or lower the cradle 37 in the stud 35 and consequently makes it possible to adjust the height of the sill carried by this support.
- the lateral walls 35b of the stud make it possible to guide the vertical displacement of the cradle in the stud.
- Figures 15 and 16 show a support according to another variant.
- the stud 35 has a flat bottom and the height adjustment means are formed of a single screw 38 which is engaged in the shim 36 to be able to horizontally move the shim 36 in one direction or in the other. 'other.
- the means for horizontally locking the cradle are formed of a tube 42 which extends between the side walls of the stud 35.
- the support 34 ' also comprises a stud 35 for attachment to the platform 15.
- this stud 35 are mounted several shims 36 and several cradles 37.
- the stud 35 extends here along the longitudinal transverse axis T.
- this stud 35 as shown more precisely in FIG. 10, are mounted four wedges 36 each bearing respectively a cradle 37.
- four cradles 37 are housed in the stud 35.
- these four cradles 37 are arranged in pairs. Each pair of cradles 37 cooperates by lateral support and sliding or displacement with the same side wall 35b of the pad 35.
- the cradle 37 is guided in its vertical displacement relative to a side wall 35b.
- the stud 35 comprises a projection 40 extending transversely in the stud 35 along the transverse axis T.
- the projection 40 extends along the longitudinal axis L.
- the latter 40 is disposed substantially at the level of the portion median along the axis T.
- the seam 40 also extends along the vertical axis from the bottom 35a of the stud 35.
- the stud 35 can be made without this projection 40.
- On either side of the protrusion 40 are mounted two shims 36 carrying a cradle 37. In the remainder of this description is described the arrangement of wedges and cradles on one side of the projection 40.
- the bottom 35d of the stud 35 comprises a first upper inclined plane P5 on which is mounted a wedge wedge 36.
- the bottom 35d also comprises an upper inclined central plane P7 with respect to the longitudinal transverse axis T.
- This central plane inclined upper P7 is arranged between the side walls 35b of the stud 35.
- two first inclined top planes P5 are arranged on either side of this inclined central plane P7.
- the first upper inclined plane P5 is arranged between a side wall 35b and the upper inclined central plane P7 so as to form a bowl 43.
- the shim 36 is thus housed in this bowl 43. It is formed in this block four. cuvettes 40 each housing a shim 36.
- the first upper inclined plane P5 is complementary to the inclined lower plane P6 of the shim 36.
- the first upper inclined plane P5 forms with the transverse axis T an angle ⁇ of between 10 ° and 20 °. (see Figure 11). While the central plane inclined upper P7 forms with the transverse axis T an angle of 15 ° and 30 °.
- the first upper inclined plane P5 of the bottom 35d also forms with the longitudinal axis L an angle ⁇ of between 5 ° and 15 ° (see FIG. As can be seen in FIGS. 11 and 12, the first upper inclined planes P5, P5 'of the bottom 35d are oriented in opposite directions. Each first plane P5, P5 'of the bottom 35d is inclined towards a lower end of an adjacent side wall 35b.
- Each cradle 37 comprises two lower inclined planes PI, P2 complementary with two upper inclined planes P3, P4 of the shim 36.
- the two lower inclined planes PI, P2 of the cradle 37 are oriented in substantially opposite directions.
- the upper inclined planes P3, P4 are oriented in opposite directions. This makes it possible to promote the displacement of the cradle 37 with respect to the shim 36 and also to allow continuous contact between the shim 36 and the cradle 37.
- the lower inclined planes P 1, P 2 of the cradle 37 each form with the longitudinal axis L an angle ⁇ between 10 ° and 20 °.
- the inclined planes P3, P4 of the shim 36 form between them an open V upwards, or towards the cradle 37.
- Each cradle 37 also comprises a rounded upper face 48.
- This upper face 48 is adapted to the rounded shape of the face 47 of the sill 22.
- the upper face 48 is coated with a sole 49 of so as to dampen any vertical displacements of the track panel 20.
- This sole 49 is made of a polymeric material.
- the polymeric material is, for example, an elastomer.
- the tapped hole 53 for receiving the locking screw 39 is formed in the wall of the projection 40.
- the tapped hole 53 extends along the transverse axis T.
- the locking screw 39 of the cradle 37 extends through the stud 35 along the transverse axis T.
- the rear wall 35c of the bottom comprises the tapped hole 53 'intended to receive the adjusting screw 38 for raising or lowering the cradle 37 in the stud 35.
- a rotation of an adjustment screw 38 by an operator causes a displacement of the corresponding shim 36 on the bottom 35d of the stud 35.
- This displacement of the wedge 36 causes a sliding on one another of the inclined planes PI , P2, P3, P4 of wedge wedge 36 and cradle 37 carried by this wedge.
- the cradle 37 being blocked horizontally by the locking screw 39, the cradle 37 is spontaneously driven vertically in the stud 35.
- Each 35b side wall of the stud can guide the vertical displacement of the cradle in the stud.
- the support is compact and the stud can guide the cradles in their movements.
- Figures 17 to 20 show the different types of adjustment that can be achieved with a section of track according to the embodiments of the invention.
- a vertical displacement, along the vertical axis V, of the track panel 20 is achieved by a coordinated action on the adjusting screws 38 of the different supports of the track panel. This adjusts the height of the track panel with respect to the platform 15 by adjusting in a coordinated manner the different cradles of the different supports.
- the track panel 20 is pivoted about a longitudinal axis by a cradle adjustment on one side of the panel. This makes it possible to form a slope on the track layout by a slope of the track.
- a track section according to the invention therefore allows the track to be adjusted according to two different degrees of freedom.
- FIG. 22 shows the abutments 27, 28 formed under the sill 22 between which the cradle 37 is housed to block any longitudinal displacement of the sill 22.
- each sill comprises only two abutments so that in the case where a sill is supported by two supports, only the cradle of one of the two supports is engaged with the two stops to ensure longitudinal locking of the sill.
- each side wall 35b comprises at least one through-hole 44 having an axis parallel to the longitudinal axis L and able to receive disengagement means 45 from the shim 36 of the bowl 43.
- the side walls 35b comprise an orifice 44 arranged opposite a shim 36.
- two through holes 44 each pass through the side wall 35b on either side and open each into a bowl 43.
- disengagement 45 comprise a jack whose rod 46 is illustrated in Figures 22 and 23.
- the rod 46 is inserted into a through hole 44 and its end abuts against a lateral edge 54 of the shim 36.
- the shim 36 is always housed in the bowl 43 because of the plans inclined towards the lower end of the side wall 35b.
- the rod 46 exerts a force on the shim 36 housed in the bowl so as to extract it from the bowl as shown in FIG. 23.
- Figures 24 and 25 are views according to two embodiments of a metal block 50 for fixing the stud 35 in the platform 15.
- the metal block 50 comprises a metal plate 51 intended to come into contact with the base 35a of the support 35.
- the plate has a rectangular shape. However, it could present another form that is adapted to the platform and / or support 34, 34 '.
- the metal base 50 also comprises a plurality of implantation elements 52 extending from the plate 51 in a direction perpendicular to said plate 51.
- the implantation elements 52 extend along the vertical axis V.
- the implantation elements are welded to the metal plate 51. Of course, other means for securing the implantation elements to the plate are conceivable.
- the length, the diameter and the number of implantation elements 52 are determined according to the ground.
- the implantation elements 52 comprise section sections in the form of H. These profiles are advantageously made of a metal material such as steel.
- the implantation elements 52 comprise tubes 52. These tubes are also advantageously made of a metallic material such as steel.
- the metal block 50 may comprise sixteen tubes welded to the metal plate 51.
- the metal block 50 is intended to be fixed on a platform 15 by threshing or driving.
- the base 35a of the support 35 may be fixed to the metal plate 51 by gluing or by bolting means or any other equivalent means for securing the base 35a of the support 35 and the metal plate 51 of the metal block 50.
- the solid mass 50 also comprises means for wedging the stud. These wedging means are arranged on the metal plate.
- the wedging means 57 comprise, as in the example shown in FIG. 24, buffers which are arranged on an upper face of said plate 51. Each pad is placed at a corner of the plate 51. The pads are mounted by means of fasteners such as screws or other suitable organs. These buffers 51 serve as a stop when the stud 35 is mounted on the solid mass 50.
- Figure 27 is a view of a guided transport section section with a support according to the first embodiment of the invention, the track section being fixed on a platform 15 through the metal masses 50 described above.
- the platform 15 typically comprises an upper portion 56 of the earthwork and a backfill body 55.
- These metal beds 50 are preferably determined so that once anchored in the platform 15, implantation elements 52 extend to 55 body embankment of the platform 15.
- the upper surface of the platform 15 is slightly inclined, for example of the order of 4% to facilitate drainage.
- a section according to the invention makes it possible to compensate if necessary this slight inclination of the platform by an inverse adjustment of the supports.
- the invention is not limited to the embodiments described.
- other types of architectures for the supports can be envisaged to ensure the function of vertical displacement of the cradles.
- the vertical displacement of each cradle results from a horizontal or almost horizontal displacement of the wedge wedge.
- cutscenes to achieve a vertical displacement of the cradle relative to the stud to ensure a height adjustment and / or inclination of the track panel carried by the supports.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Road Paving Structures (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Railway Tracks (AREA)
Abstract
Description
Claims
Priority Applications (8)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA2987083A CA2987083A1 (en) | 2015-05-29 | 2016-05-27 | Support for a panel of a section of guided transport track |
AU2016269737A AU2016269737A1 (en) | 2015-05-29 | 2016-05-27 | Support for a panel of a section of guided transport track |
KR1020177037883A KR20180016726A (en) | 2015-05-29 | 2016-05-27 | A guided transport track section for a ballastless track and a ballastless track formed from a plurality of such sections |
SE1751494A SE1751494A1 (en) | 2015-05-29 | 2016-05-27 | Support for a panel of a section of guided transport track |
RU2017141370A RU2017141370A (en) | 2015-05-29 | 2016-05-27 | A SECTION OF A BALANCE-FREE RANGE OF DIRECTED TRANSPORT, AND A BALL-FREE RANGE FORMED FROM A VARIETY OF SUCH PLOTS |
US15/578,236 US20180148896A1 (en) | 2015-05-29 | 2016-05-27 | Support for a panel of a section of guided transport track |
CN201680030050.1A CN107849826A (en) | 2015-05-29 | 2016-05-27 | For ballastless track by guiding conveying track section and the ballastless track formed by multiple this sections |
GB1718729.5A GB2554290A (en) | 2015-05-29 | 2016-05-27 | Support for a panel of a section of guided transport track |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1554874 | 2015-05-29 | ||
FR1554874A FR3036711B1 (en) | 2015-05-29 | 2015-05-29 | TRANSPORT TRACK SECTION GUIDE FOR BALLAST-FREE TRACK AND BALLAST-FREE TRACK OF A PLURALITY OF SUCH SECTIONS |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2016193599A1 true WO2016193599A1 (en) | 2016-12-08 |
Family
ID=54066021
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/FR2016/051276 WO2016193599A1 (en) | 2015-05-29 | 2016-05-27 | Support for a panel of a section of guided transport track |
Country Status (11)
Country | Link |
---|---|
US (1) | US20180148896A1 (en) |
KR (1) | KR20180016726A (en) |
CN (1) | CN107849826A (en) |
AU (1) | AU2016269737A1 (en) |
CA (1) | CA2987083A1 (en) |
FR (1) | FR3036711B1 (en) |
GB (1) | GB2554290A (en) |
HK (1) | HK1252282A1 (en) |
RU (1) | RU2017141370A (en) |
SE (1) | SE1751494A1 (en) |
WO (1) | WO2016193599A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2554348A (en) * | 2016-09-13 | 2018-04-04 | Univ Nottingham | Tram, light rail and guided bus systems and components |
CN110258189A (en) * | 2019-06-10 | 2019-09-20 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A method of regulation ballastless track roadbed elevation disease |
CN111945490A (en) * | 2019-05-17 | 2020-11-17 | 中铁第五勘察设计院集团有限公司 | Track slab fine adjustment bracket |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108797236A (en) * | 2018-04-25 | 2018-11-13 | 安徽兴宇轨道装备有限公司 | A kind of plane adjustment frame of integrated sleeper bed accurate adjustment vehicle adjuster |
RU2699989C1 (en) * | 2018-12-18 | 2019-09-12 | Даниил Викторович Киселев | Module of non-ballast rail track |
CN109881541A (en) * | 2019-03-12 | 2019-06-14 | 江苏航运职业技术学院 | The port traffic track of sedimentation can be repaired |
FR3094381B1 (en) * | 2019-03-28 | 2021-03-12 | Systra | TRACK SECTION WITHOUT BALLAST FOR RAILWAY VEHICLES |
CN110512477B (en) * | 2019-08-16 | 2021-06-22 | 中国铁路总公司 | Quick fine adjustment method for ballastless track plate |
CN110939028B (en) * | 2019-12-18 | 2024-09-24 | 中铁二院工程集团有限责任公司 | Adjustable support of magnetic levitation track |
CN111736102B (en) * | 2020-07-06 | 2023-05-26 | 定州东方铸造有限公司 | Spherical frame of nuclear magnetic resonance equipment, transportation tool and production process |
CN114182581A (en) * | 2021-12-27 | 2022-03-15 | 中铁二局集团有限公司 | Accurate positioning die for reserved bolt hole and positioning method thereof |
AT18005U1 (en) * | 2022-05-05 | 2023-10-15 | Plasser & Theurer Export Von Bahnbaumaschinen Gmbh | Device for moving an infrastructure component prepositioned on a floor, in particular a track support plate, into a target arrangement, combination, system and method |
AT526600B1 (en) * | 2023-03-01 | 2024-05-15 | Plasser & Theurer Export Von Bahnbaumaschinen Gmbh | Device and method for relocating an infrastructure component |
CN117966521B (en) * | 2024-03-28 | 2024-06-04 | 高速铁路建造技术国家工程研究中心 | Adjustable assembled track structure |
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US1682665A (en) * | 1927-07-13 | 1928-08-28 | William P Day | Rail support |
FR698805A (en) * | 1930-07-10 | 1931-02-05 | Rigid and adjustable platform in reinforced concrete for the support of railway tracks | |
DE557163C (en) * | 1930-02-19 | 1932-08-19 | August Hahmann | Bedding for railway tracks made of fine-grained natural materials |
US3361351A (en) * | 1966-01-21 | 1968-01-02 | Railroad Permanent Way Product | Reinforced railroad track structure |
DE4011016A1 (en) * | 1990-01-10 | 1991-07-11 | Karl Schroeder | Supporting surface for railway track - is formed from metal sheets with intermediate honeycomb structure |
DE19739671A1 (en) * | 1997-09-10 | 1999-03-25 | Bahnbau Wels Gmbh | Body for supporting rails of fixed railway track on track sub-structure |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN203334136U (en) * | 2013-07-05 | 2013-12-11 | 王振华 | Adjustable concrete track bed used for level crossing of highway and railway |
-
2015
- 2015-05-29 FR FR1554874A patent/FR3036711B1/en not_active Expired - Fee Related
-
2016
- 2016-05-27 US US15/578,236 patent/US20180148896A1/en not_active Abandoned
- 2016-05-27 CA CA2987083A patent/CA2987083A1/en not_active Abandoned
- 2016-05-27 SE SE1751494A patent/SE1751494A1/en not_active Application Discontinuation
- 2016-05-27 CN CN201680030050.1A patent/CN107849826A/en active Pending
- 2016-05-27 AU AU2016269737A patent/AU2016269737A1/en not_active Abandoned
- 2016-05-27 KR KR1020177037883A patent/KR20180016726A/en unknown
- 2016-05-27 WO PCT/FR2016/051276 patent/WO2016193599A1/en active Application Filing
- 2016-05-27 RU RU2017141370A patent/RU2017141370A/en not_active Application Discontinuation
- 2016-05-27 GB GB1718729.5A patent/GB2554290A/en not_active Withdrawn
-
2018
- 2018-09-11 HK HK18111660.6A patent/HK1252282A1/en unknown
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1682665A (en) * | 1927-07-13 | 1928-08-28 | William P Day | Rail support |
DE557163C (en) * | 1930-02-19 | 1932-08-19 | August Hahmann | Bedding for railway tracks made of fine-grained natural materials |
FR698805A (en) * | 1930-07-10 | 1931-02-05 | Rigid and adjustable platform in reinforced concrete for the support of railway tracks | |
US3361351A (en) * | 1966-01-21 | 1968-01-02 | Railroad Permanent Way Product | Reinforced railroad track structure |
DE4011016A1 (en) * | 1990-01-10 | 1991-07-11 | Karl Schroeder | Supporting surface for railway track - is formed from metal sheets with intermediate honeycomb structure |
DE19739671A1 (en) * | 1997-09-10 | 1999-03-25 | Bahnbau Wels Gmbh | Body for supporting rails of fixed railway track on track sub-structure |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2554348A (en) * | 2016-09-13 | 2018-04-04 | Univ Nottingham | Tram, light rail and guided bus systems and components |
GB2554348B (en) * | 2016-09-13 | 2021-10-20 | Univ Nottingham | Tram, light rail and guided bus systems and components |
CN111945490A (en) * | 2019-05-17 | 2020-11-17 | 中铁第五勘察设计院集团有限公司 | Track slab fine adjustment bracket |
CN110258189A (en) * | 2019-06-10 | 2019-09-20 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A method of regulation ballastless track roadbed elevation disease |
Also Published As
Publication number | Publication date |
---|---|
FR3036711B1 (en) | 2017-06-23 |
AU2016269737A1 (en) | 2017-11-30 |
GB2554290A (en) | 2018-03-28 |
CA2987083A1 (en) | 2016-12-08 |
SE1751494A1 (en) | 2017-12-04 |
GB201718729D0 (en) | 2017-12-27 |
US20180148896A1 (en) | 2018-05-31 |
KR20180016726A (en) | 2018-02-19 |
CN107849826A (en) | 2018-03-27 |
RU2017141370A (en) | 2019-07-01 |
FR3036711A1 (en) | 2016-12-02 |
HK1252282A1 (en) | 2019-05-24 |
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