• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to a solid-track construction with a rail support structure, for. As a rail support plate 1, a threshold or the like, which is provided in the region of the rail fastening 2 with wedge-shaped humps 3, the wedge surfaces to the middle of the carriageway, between the rails 5 passable ceiling panels 4 are laid on their underside of the shape of the wedge-shaped cusps 3 corresponding recesses 10 and are bolted to the rail support structure 1. On the one hand a safe driving on the ceiling panels by rubber-tired vehicles, eg. As in case of disaster, and on the other hand to prevent derailment of a rail vehicle, that this comes completely outside the rails, the ceiling panels 4 are mounted on the rail support structure 1 transversely to the rail longitudinal axis horizontally displaceable.
    公开号:AT515387A1
    申请号:T105/2014
    申请日:2014-02-13
    公开日:2015-08-15
    发明作者:Jörg Ddipl Ing Fenske
    申请人:Porr Bau Gmbh；
    IPC主号:
    专利说明:

    DIPL. ING. PETER ITZE 1060 WIEN, AMERLINGSTRASSE 8 CHWALLAGASSE 4
    description
    The invention relates to a solid-track construction with a rail support structure, for. As a rail support plate, sleepers or the like, which is provided in the rail mounting with wedge-shaped humps, the wedge surfaces to the center of the road, wherein between the rails passable ceiling tiles are laid, which have on their underside of the shape of the wedge-shaped cusps corresponding recesses and with Rail support structure are bolted.
    Such structures of fixed carriageways are used in particular in tunnels in which the surface should be passable by emergency vehicles to retract when necessary with fire trucks or emergency vehicles and get to the scene of the accident can.
    In these known embodiments, the passable ceiling panels are rigidly bolted to the rail support structures formed by a rail support plate, which is required in order to drive on the fixed carriageway with high-speed trains can.
    However, these known constructions have the disadvantage that in the event of derailment due to the rigid connections, the edges of the ceiling panels are knocked out by the rim of the derailed pair of wheels, which can drive the wheel located in the interior between the two rails of the pair of wheels with the tread on the ceiling panel , which means that the derailed wagon or towing vehicle can roll out completely sideways out of the rail area.
    The invention is based on the object an embodiment of the type mentioned in such a way that the driving on the cover plate is avoided by the track inside wheel.
    According to the invention, this object is achieved in that the ceiling panels are mounted horizontally elastically displaceable on the rail support structure transversely to the rail longitudinal axis. Thus, in the event of a derailment, the ceiling plates are deflected laterally, thus keeping the wheel of the pair of wheels running in the gap between the two rails in the gap between the rail and the ceiling panel, and consequently the derailed pair of wheels is guided in such a way due to the elasticity. that further derailment is prevented. The trafficability with rubber-tired vehicles is not affected by the inventive design. This is in particular also achieved that additional parallel to the associated rail mounted steel rails or other steel body can be saved.
    Advantageously, can be provided between the wedge surfaces of the bumps and the mating surfaces of the recesses, a rubber-elastic intermediate layer, being provided for screwing the ceiling panels in these transverse to the rail longitudinal slots. For a lateral evasion of the ceiling panels is possible, which due to the rubber-elastic intermediate layer laterally occurring forces of the ceiling panels are cushioned. It can be used in the slots a horizontally displaceable transversely to the rail longitudinal axis, oval plastic component, which also allow the screw in the slots an elastic displacement in a manner that prevents the destruction of the slot edges. In addition, a slot may be provided in the plastic mounting member for receiving a fastening screw, whereby the fastening screw is guided exactly in the loading direction extending transversely to the rail longitudinal axis. Finally, the rails facing the side edges can be parallel to the vertical axis of the rails, which ensures that the largest possible surface of the ceiling panels is achieved to guide located between the rails of the track wheel rim, due to the reinforced concrete structure of the ceiling panels no additional steel components or Steel structures are needed.
    In the drawing, an embodiment of the subject invention is shown with a rail support plate as a rail support structure. Figure 1 shows schematically a rail vehicle which has jumped out of the rails in front view. Figure 2 is a plan view of the solid-track construction according to the invention. Figure 3 shows a section along line AA of Figure 2 again, Figure 4 shows a section along line BB, Figure 5 shows a section along line CC and Figure 6 shows a section along line DD of Figure 2. Figure 7 shows the detail VII of Figure 3 in larger scale. Figure 8 illustrates in plan view the
    Detail VIII of Figure 2. Figure 9 is a section along line IX-IX of Figure 8 and Figure 10 is a section along line X-X of Figure 8.
    The solid-track construction according to the invention consists of a rail support plate 1, on which rail fastenings 2 are mounted by means of conventional fastening screws 9. In the area of rail fasteners 2, the rail support plate hump 3, wherein the bump directed to the track center, sloping inclined surfaces. At the rail fasteners 2 rails 5 are fixed, the attachment of the rails 5 is created in a conventional manner by screws 9 with corresponding Klammem.
    Ceiling panels 4 are provided between the two rails 5, which are provided in the region of the humps 3 with recesses 10, which constitute the counter-shape of the hump. In particular, in the area of the inclined surfaces between bump 3 and ceiling plate 4, a rubber-elastic layer 11 is provided.
    The attachment of the ceiling plate 4 is carried out by inserted into recesses 12 screws 13, which are firmly anchored in the support plate 1. If desired, the rubber-elastic layer 11 can also be provided below the ceiling plate 4. By means of the screws 13, the ceiling plate is set so that even when driving on high-speed trains ceiling tiles are securely held in place.
    The recesses 12 in the ceiling panels correspond to a slot, with slots 14 are inserted into this slot, through which the screws 13 are guided. For this purpose, a slot 15 is provided in the plastic insert member 14, whereby a transverse to the rail longitudinal displacements of the plates is possible, but the plates are also secured against lifting by the suction of high-speed trains over it.
    As can be seen from FIG. 3, in the normal state, the wheels 7 of the rail vehicle 6 run on the rails 5 in such a way that the wheel flanges 8 of the wheels 7 run within the track provided by the two rails 5. The support of the wheels 7 on the rails 5 via the unspecified running surface on the rails. 5
    If for some reason a derailment of the rail vehicle 6 has taken place, as indicated in FIGS. 1 and 5, then the tread of that pair of wheels 7 which has remained between the rails 5 engages with the rim 8 on the end face 16 of the ceiling panel 4, wherein the end face 16 extend parallel to the vertical center axis of the rails 5. As a result, in the event of a derailment of the flange 8 of the respective wheel 7 flat against the end face 16 and can absorb significant lateral forces, which is achieved by the laterally elastic deflection of the cover plate 4 targeted deriving the lateral forces. The elastic lateral displacement of the ceiling plate 4 is limited by the tarnishing of the ends of the elongated hole 15 on the screw 13 and the insert 14 on the slot 12 of the ceiling plate 4.
    On the outer sides of the rails 5 of the tracks lane parts 17 are provided, which are fixed by means of screws 18. These lanes 17 serve that, if necessary, the solid-road structure according to the invention can be traveled by emergency vehicles with rubber tires readily. These outer lanes are fastened by screws to the rail support plate 1 and serve to keep these outer lanes safely in place even when driving on high-speed trains.
    权利要求:
    Claims (5)
    [1]
    DIPL ING. PETER ITZE 1060 WIEN, AMERLINGSTRASSE 8 CHWALLAGASSE 4 Claims: 1. Fixed carriageway construction with a rail carrying structure, e.g. As a rail support plate, sleepers or the like, which is provided in the rail mounting with wedge-shaped humps, the wedge surfaces to the center of the road, wherein between the rails passable ceiling tiles are laid, which have on their underside of the shape of the wedge-shaped cusps corresponding recesses and with Rail support plate are screwed, characterized in that the ceiling panels (4) on the rail support structure (1) are mounted horizontally elastically displaceable transversely to the rail longitudinal axis.
    [2]
    2. solid-roadway structure according to claim 1, characterized in that between the wedge surfaces of the bumps (3) and the mating surfaces of the recesses (12) is provided a rubber-elastic intermediate layer (11), wherein for screwing the ceiling panels (4) in this Transverse to the rail longitudinal direction extending slots (12) are provided.
    [3]
    3. Fixed-roadway structure according to claim 2, characterized in that in the slots (12) is inserted transversely to the rail longitudinal axis horizontally displaceable oval plastic mounting part (14).
    [4]
    4. solid-track construction according to claim 3, characterized in that in the plastic mounting part (14) for receiving a fastening screw (13) has a slot (15) is provided.
    [5]
    5. Fixed-track structure according to one of claims 1 to 4, characterized in that the rails (5) facing side edges (16) of the ceiling plate (4) parallel to the vertical axis of the rails (5).

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    同族专利:
    公开号 | 公开日
    EP3105374B1|2018-08-22|
    AT515387B1|2016-06-15|
    WO2015121165A1|2015-08-20|
    EP3105374A1|2016-12-21|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    WO2001002646A1|1999-07-06|2001-01-11|Bahnbau Wels Gmbh|Track for rail mounted vehicles and protective part provided therefor|
    WO2001006059A1|1999-07-20|2001-01-25|Grimbergen Holding B.V.|Track slab for a rail track, and method for attaching it|
    DE10032437A1|2000-07-04|2002-01-17|Bahnbau Wels Gmbh Wels|Manufacturing process for derailment guard for railways with derailment guard profiles positioned on substructure on either side of rails, and with asphalt/concrete filling the gaps|
    AT227289B|1961-01-20|1963-05-10|Meteoor Nv Betonfabriek|Track storage on block sleepers|
    DE202010012712U1|2010-09-17|2010-11-25|Rail.One Gmbh|Slab track for rail vehicles with an escape route|
    DE102011085058A1|2011-10-24|2013-04-25|Hilti Aktiengesellschaft|Xings|DE102017122337A1|2017-09-26|2019-03-28|Joachim Süss|railway construction|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    ATA105/2014A|AT515387B1|2014-02-13|2014-02-13|Guide rail function with a modular concrete slab system |ATA105/2014A| AT515387B1|2014-02-13|2014-02-13|Guide rail function with a modular concrete slab system |
    EP15703772.2A| EP3105374B1|2014-02-13|2015-02-06|Guide rail function with a modular concrete slab system |
    PCT/EP2015/052493| WO2015121165A1|2014-02-13|2015-02-06|Guide rail function with a modular concrete slab system |
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