Corridor (or gangway) connections, allowing people and items to transfer between adjacent rail vehicles in a train while on the move, have not changed much in design for many years. Typically, a ‘bellows’ arrangement of an extendible fabric cover is supported by mechanical arrangements allowing for relative movements between the vehicles, or a series of rigid sections are allowed to slide over each other with similar effect. Although improvements have been made over the years, one example being the introduction of highly stretchable materials that are able to partially retain positional stability under a wide range of conditions, and another example being the use of two covers with one cover mounted within the other cover, in general, these arrangements are much the same as those used in the last quarter of the nineteenth century.
Among the problems of these corridor connector designs are noise, generated from the rattling and scraping of integral parts of the connector moving against each other; poor sound insulation, from noise originating from outside the corridor; poor thermal insulation of the connector and draughts, giving lower standards of comfort; and inefficient use of heating and air conditioning systems, resulting in energy wastage.
A further difficulty for higher speed trains using these connectors is the aerodynamic drag introduced by the connection, which is typically much narrower than the vehicle profile. This creates a significant discontinuity in the overall cross section of the train which gives rise to air turbulence, making it more difficult to propel the train. Although at relatively medium speeds the effect of one corridor connection becomes less important, there are typically many corridor connections in a train. Thus, the drag effects induced by the connectors combine, leading to an increased overall energy consumption of the train for traction and/or lower achievable speeds, since overcoming air resistance is the dominant loss of energy once speed of a train has stabilised after acceleration.
Further, a corridor connection that forms part of a train that is subsequently detached, severing the connection from the other train to proceed on its own, can be problematic. This will often be the case in a multiple unit train where sections are combined on busy routes but some parts are detached to serve different areas, or taken out of service when lower capacity is sufficient. The optimal requirements for the corridor connection differ depending on whether the connection is coupled or not. When the connector is not in use, i.e. detached from another railway carriage, a more pointed profile is preferred at the front and rear of the train to reduce aerodynamic drag. Reducing the width of a corridor connection when it is at the end of a train would also be beneficial in reducing the proportion of the driver's view that is obstructed by the connector. In addition, the connector must be suitably robust, for crashworthiness reasons, and close securely, for the safety of passengers inside.
The present invention aims to overcome or at least ameliorate one or more of the problems set out above.
In a first aspect of the invention, there is provided a carriage connector for connecting railway carriages together comprising: a pair of wall portions; a floor portion; and a roof portion, wherein the portions form a passage with a first end having an opening and forming a mountable interface, for mounting the carriage connector to a railway carriage, and an opposing end forming a connectable interface; wherein the wall portions are configured to allow their longitudinal length to be varied; wherein the portions are arranged to be retracted to the mountable interface such that the wall portions obstruct the opening, defining a closed position of the carriage connector, and are arranged to be extended from the mountable interface to form the passage, defining an open position of the carriage connector; and wherein the carriage connector is movable between the open and closed positions.
The carriage connector of the present invention has several advantages with respect to conventional carriage connectors. The carriage connector can be retrospectively, and removably, mounted to vehicles on a railway network needing conventional carriage connections, from high speed passenger trains on straight main lines to parcels vans having to negotiate tight curves in cramped depots and sidings. The carriage connector can therefore replace conventional carriage connections to connect railway vehicles together.
The shape of the carriage connector has relatively better aerodynamics for relatively lower energy consumption both when coupled in a train or at the leading or trailing ends of a train, i.e. the open and closed positions respectively, as well as presenting a less restricted view for a driver of train when the carriage connector is closed and mounted to the driver cab end.
The carriage connector of the present invention offers relativity improved heat and sound insulation, as well as giving the complete carriage connector, i.e. a first and second carriage connector connected to one another, the ability to accommodate sharp curves, for universal application, covering all railway routes, both on passenger and freight vehicles as required. Further, the component arrangements of the carriage connector, such as telescopic variation of the longitudinal length of the portions permit a wide range of inter-vehicle coupling distances, allowing the use of both conventional couplers and retractable couplers with different vehicle positioning methods.
An underside of the carriage connector, such as the floor portion, is shaped such that it may accommodate a retractable coupler, which is typically mounted to the underside of a rail vehicle. In this way, a pair of rail vehicles having both retractable couplers and carriage connectors (according the present invention) may couple together via both the carriage connector and the retractable couplers. In other words, the carriage connector is arranged not to interfere with the operation of the retractable coupler. In some cases, the carriage connector may be arranged to operate in tandem with the retractable coupler such that the pair of rail vehicles couple together, first via the retractable couplers, and subsequently via the carriage connectors—the reverse of this sequence would occur when the rail vehicles uncouple from one another.
Preferably, the roof portion is configured to be, in the closed position, retracted within the railway carriage, and in the open position, extended from within the railway carriage to form the passage. In this way, the carriage connector can be stowed when not in use, i.e. not forming a complete carriage connector to connector a first and second railway carriage together, resulting in relatively better aerodynamics for relatively lower energy consumption and presenting a less restricted view for a driver of train.
Preferably, the floor and roof portions are configured to allow their longitudinal length to be varied in accordance with the longitudinal length of the wall portions such that the longitudinal length of the passage can be varied. In this way, variable coupling distances between two carriage connectors can be achieved and the complete carriage connector is able to swivel to accommodate curves on a railway track.
Preferably, each wall portion comprises at least a first section slidably mounted to a second section such that one section may slide relative to the other to allow the longitudinal length of the wall portion to be varied. In this way, when the wall portions are telescopically retracted, the sections of the wall portions occupy a relatively small space allowing an overall relatively more efficient design.
Preferably, the sections are configured such that the sliding movement is constrained in a longitudinal direction of the wall portions. In this way, the wall portions maintain a desirable longitudinal shape.
Preferably, the movement of the carriage connector between the open and closed positions is controlled by an actuation means.
Preferably, the mountable interface is a pivot and, in the open position, the portions, and thus the passage, are arranged to pivot about the mountable interface in a plane which is parallel to the floor portion. In this way, the portions are able to swivel about the mountable interface to allow a complete carriage connector to swivel and accommodate curves when on a railway track.
Preferably, each portion has a mountable end, which forms part of the mountable interface, and a distal end, which forms part of the connectable interface.
Preferably, the wall portions can pivot from a first position, generally parallel to an axial direction of a railway carriage, to a second position, generally perpendicular to an axial direction of a railway carriage, such that distal ends of the wall portions, in the first position, are generally flush closing the opening at the mountable interface, and in the second position, form part of the passage; and wherein the wall portions are moveable between the first and second positions. In this way, the wall portions can act as both doors, in the closed position, closing off a connected railway carriage and as walls, in the open position, preventing passengers within the carriage connector from falling outside the carriage connector.
Preferably, the floor and roof portions are configured not to obstruct the wall portions during movement between the first and second positions. In this way, the wall portions may move freely between the open and closed positions.
Preferably, the actuation means is arranged to control and/or synchronise movement of the wall portions between the first and second positions, and thus controls movement of the carriage connector between the closed and open positions respectively. In this way, the time period between opening and closing the carriage connector, and thus connecting and disconnecting a complete carriage connector, can be optimised, i.e. less time is required to perform these actions.
Preferably, each wall portion has an inner face, facing the passage, and an opposing outer face, and further comprises a planar outer portion having a mountable end, forming part of the mountable interface, and a distal end that is connected to the outer face of the wall portion via a hinging member such that a first void is defined in the space between the wall portion, outer portion and hinging member; and wherein the outer portion is arranged to pivot about the mountable interface in the same plane as the wall portion. In this way, the wall portions can be more securely swivelled, when connected in the open position, and present more secure ‘doors’, when in the closed position, sealing off the end of a railway carriage.
Preferably, a first angle, defined between the outer portion and the hinging member, and a second angle, defined between the wall portion and hinging member, are arranged to be controlled in tandem via a coupling means. In this way, the movement patterns of the wall portions, i.e. between the open and closed positions and the swivelling movement, can be better controlled.
Preferably, the coupling means couples the movement of the wall portion and outer portion such the first and second angles can be controlled in tandem.
Preferably, the air pressure of the first void is arranged to be varied to allow the stiffness of the wall portion, outer portion and hinging member to be varied.
Preferably, the distal end of the wall portion comprises a connectable structure on the outer face, having a second void, that forms part of the connectable interface, and the air pressure of the second void is arranged to be varied to allow the stiffness of the connectable structure to be varied. In this way, the first and second voids are pressurised to give a desired stability and stiffness of the carriage connector while maintaining sufficient flexibility to accommodate various vehicle movements.
Preferably, a third void is defined between the first and second voids, and the air pressure of the third void is unvaried and exposed to ambient air pressure, or the air pressure of the third void is arranged to be varied. In this way, rapid changes of shape of the carriage connector can be accommodated.
Preferably, in the closed position, the coupling means is arranged to maintain the first and second angle such that the carriage connector has a substantially triangular cross section to facilitate reducing the aerodynamic drag of the carriage connector when it is at the front or rear end of a train.
Preferably, the floor portion is arranged to be mechanically coupled to a coupler of the railway carriage such that the floor portion tracks the horizontal movement of the coupler when the carriage connector is closed. In this way, the floor portions of the two adjacent railway carriages—which are separated from each other when the carriage connectors are closed—can track the curving movements of corresponding coupled railway carriages and are prevented from colliding with each other.
Preferably, the floor portion is arranged to be mechanically uncoupled from the coupler of the railway carriage when the carriage connector is open. In this way, the floor portions and the complete carriage connectors of two fully connected railway carriages may follow their movements independently of the movements of the couplers as required by the vehicles' design and dynamics, and not interfere with each other.
Preferably, the connectable interface of each carriage connector is arranged to connect to one another connecting the passages, and thus the carriage connectors, to form an extended passage, and thus an extended carriage connector. In this way, a first and second carriage connector can be connected to one another to connect together, and form a passage between, a first and second railway carriage.
Preferably, the wall portions, the roof portions and the floor portions of each carriage connector connect to one another to form an interconnected roof and floor, and a first and second interconnected wall. In this way, a first and second carriage connector can be connected to one another to connect together, and form a passage between, a first and second railway carriage.
Preferably, retraction and extension of the roof and floor portions is constrained when the floor and roof portions are interconnected. In this way, interconnected floor and roof portions are maintained during use.
Preferably, in use, the extended carriage connector connects the ends of a first and second railway carriage together and is in a neutral arrangement when the ends of the railway carriages are parallel with respect to one another, and in a swivel arrangement when the ends of the railway carriages are non-parallel with respect to one another, wherein, during the neutral arrangement, the longitudinal length of each wall portion, in an interconnected wall, is the same; and wherein, during the swivel arrangement, the longitudinal length of each wall portion, in an interconnected wall, is arranged to be varied inversely with respect to one another such that the longitudinal length of the extended passage remains constant. In this way, the complete carriage connector can swivel to accommodate curves on a railway track when the complete carriage connector is in use.
Preferably, the portions are further arranged to pivot about the mountable interface in a plane which is perpendicular to the floor portion such that variations in the height of the first and second railway carriage can be accommodated when forming the extended carriage connector.
Embodiments of the invention will now be described by way of example, with reference to the drawings in which:—
An embodiment of the present invention is described below, and would typically be used to provide an interface for the engagement and connection of railway vehicles while providing passage between the vehicles that is, inter alia, reliable and secure.
Conventional carriage connectors are typically mounted to the ends of railway carriages to connect the railway carriages together. These may be in the form of a single carriage connector that connects two railway carriages together, or may be two separate carriage connectors that connect two railway carriages together via a connection between the two carriage connectors. In latter case, these may be integrally mounted as part of the railway carriages. The end of each railway carriage typically has an opening, or ‘door’, that is dimensioned to allow the passage of passengers within the railway carriage to pass to and from the railway carriage such that, with two railway carriages connected via a railway connector(s), passengers may enter the carriage connector such that they may pass between the railway carriages. The carriage connector 2 is intended to replace these conventional carriage connectors such that a first and second carriage connector 2, connected to a first and second railway carriage, connect the railway carriages together via a connection between the first and second carriage connector 2.
The wall portions 4a, 4b are substantially planar, each having a mountable end 14a and an opposing distal end 16a (parallel to a vertical axial plane A). The floor and roof portions 6, 8 are also substantially planar, each having a mountable end 14b and an opposing distal end 16b (perpendicular to a vertical axial plane A). Preferably, the mountable ends 14a, 14b of the portions 4a, 4b, 6, 8 are arranged to removably mount the portions 4a, 4b, 6, 8 to the end of a railway carriage 3, which will be described in more detail later on. In other embodiments, the portions 4a, 4b, 6, 8 may be integral parts of the railway carriage 3, rather than be removably mounted to it.
The portions 4a, 4b, 6, 8 are connected to one another such that they form an elongate chamber 12 that is substantially rectangular or square shaped, depending on the axial length of the portions 4a, 4b, 6, 8. The shape of the chamber 12 will reflect the length and shape of the portions 4a, 4b, 6, 8. In some cases, each portion 4a, 4b, 6, 8 may be shaped differently, with respect to each other, such that the chamber 12 is non-symmetrical.
In particular, the wall portions 14a, 14b are parallel with respect to one another and with the plane A, and the floor and roof portions 6, 8 are parallel with respect to one another and perpendicular to the plane A. The two edges of each portion 4a, 4b, 6, 8, i.e. the opposing sides other than the mountable and distal ends, then meet the edges of two other portions generally at right angles. In this way, the edges of the floor and roof portions 6, 8 meet the edges of the wall portions 4a, 4b such that the chamber 12 is formed. In some cases, the edges of the portions may meet at angles other than at right angles.
The chamber 12 has a first end, comprising the mountable ends 14a, 14b, and a second end, comprising the distal ends 16a, 16b, both with openings, as is dictated by the shape of the chamber 12. The opening 10 at the first end of the chamber 12 corresponds to the door provided by the end of the railway carriage 3. Generally, the portions 4a, 4b are arranged to be retracted, or ‘swivel inwards’, towards the railway carriage 3 such that the opening 10 at the first end of the chamber 12, and thus the door of the railway carriage 3, is obstructed, essentially collapsing the chamber 12, to prevent passengers entering or exiting the railway carriage via the carriage connector 2. The portions 4a, 4b are also arranged, when in the above retracted, or ‘closed’, position, to be extended, or ‘swivel outwards’ away, from the railway carriage 3 such that the chamber 12 is formed and the opening 10 is no longer obstructed, ‘opening’ to the door of the railway carriage 3, allowing passengers to now enter and exit the carriage connector 2, and ultimately, enter and exit the railway carriage 3 via the carriage connector 2. As defined above, the carriage connector 2 is in the open position when the chamber 12 is formed and the opening 10 in not obstructed, and in the closed position when the chamber 12 is collapsed and the opening 10 is obstructed. The movement of the carriage connector 2 between the open and closed positions will be described in detail below.
Extension and retraction movements of the wall portions 4a, 4b will now be described.
The swivel means 9a comprises a fixed panel 22 having a mountable end 14c and a distal end 16c. The mountable end 14c pivotally mounts the fixed panel 22 to the railway carriage 3, and the distal end 16c pivotally attaches the fixed panel 22 to the wall portion 14a, proximate the distal end 16a of the wall portion 4a, via a hinging member 24. The hinging member 24 comprises an outer panel 26, pivotally connected to the fixed panel 22, and an inner panel 20, pivotally connected to the wall portion 4a, whereby the outer and inner panels 26, 20 are also pivotally connected to one another. In this way, the wall portion 4a, hinging member 24 and fixed panel 22 are able to substantially move together, whereby the wall portion 4a and fixed panel 22 are able to pivot about their respective mountable ends 14a, 14c, and the outer and inner panels 26, 20 are able to pivot about the fixed panel 22 and wall portion 4a respectively, and with respect to one another.
Accordingly, the carriage connector 2 is in the open position when the wall portions 4a, 4b are in the first position (
The wall portions 4a, 4b act as a physical barrier, in the open position, by providing ‘walls’ to the chamber 12 preventing passengers from inadvertently falling outside of the carriage connector 2, and in the closed position, by providing ‘closed doors’ to the railway carriage 3, closing the opening 10 and preventing passengers from inadvertently falling outside of the railway carriage 3. In the closed position, the inner faces of the wall portions 4a, 4b are presented to passengers within the railway carriage 2 forming the closed doors, forming a seal against heat loss from within the railway carriage 3, noise and/or the weather penetrating the railway carriage 3. The seal also contributes to good crashworthiness of the carriage connector 2.
The movement pattern of the swivel means 9a, with respect to the wall portion 4a, is achieved by controlling pivotal angles of the wall portion 4a and fixed panel 22 in tandem using a control mechanism.
In the open position, the carriage connector 2 is arranged to swivel about the end of the railway carriage 3, along the plane B in
The coupling rod is arranged to change the shape of the carriage connector 2 cross section when pivoting between the open and closed positions to facilitate lower aerodynamic drag in both cases, such that in the open position a wide profile is presented for smoothly attaching to the carriage connector 2 of an adjacent vehicle, and such that in the closed position a narrower more pointed profile is presented when the vehicle may be at an end of the train and not coupled to another vehicle. In particular, in the closed position, the coupling rod maintains the angles A and B such that the carriage connector 2 has a substantially triangular, or convex, cross-section, to facilitate reducing the aerodynamic drag of the carriage connector 2 when in use. In other embodiments, shapes other than a triangular cross-section that allow relatively low aerodynamic drag to be induced on a train by the closed carriage connector 2, when in use, may be used.
For simplicity,
As can be seen in
In this way, the longitudinal length of the wall portions 4a, 4b, and thus the chamber 12, can be varied from a minimum length, when the inner and outer sections are fully retracted within their respective inner sections, up to a maximum length, when the inner and outer sections are fully extended from within their respective inner sections. Figure illustrates the extension of the fully retracted middle and outer sections 30, 32, the left-hand side of
The mechanism allowing the telescopic movement of the wall portions 4a, 4b will now be described and is illustrated by
To allow the middle section 30 to bear significant weight in the extended position, a vertically mounted axle (shown in the right-hand side of
The end of the outer section 32, furthest the middle section 30, bends outwardly, with respect to the chamber 12, to form a connectable end 34 (seen in
A similar rack and pinion arrangement is mounted to the opposing side of the middle section 30, proximate to the outer section 32, to allow the outer section 32 to bear significant weight and prevent tilting of the outer section 32 as it slides. The two axles mounted to the middle section 30 are connected together mechanically using pulleys and a toothed belt or by a shaft and bevel gearing arrangement, as shown in the right-hand side of
In some embodiments, the wall portions 4a, 4b may comprise more than three sections in a telescopic arrangement. In particular, each wall portion may have more than two slidably mounted sections 30, 32 allowing an increased maximum extension of the wall portions 4a, 4b, and thus increased maximum variable length L of the wall portions 4a, 4b. Having more than two slidably mounted sections may also allow greater overall stability of the wall portions, however, may also increase design complexity and weight of the carriage connector 2.
The extension and retraction of the middle and outer sections from within the inner sections can be controlled, via a telescopic control means, to allow external control of the longitudinal length of the wall portions 4a, 4b. The sections 30, 32 would be fully retracted in the closed position, of the carriage connector 2, and would remain so during the transition of the carriage connector into the open position. Once the carriage connector 2 is in the open position, the telescopic control means can be operated to extend the length of the chamber 12 to the amount that is required for coupling a first and second carriage connector 2 together. This allows variable coupling distances between two carriage connectors to be achieved, as will be described in detail later on.
Returning to
Here, the elements 28, 20, 26 and 22 can be constructed using slightly flexible materials and their shape ‘pre-distorted’ so that they assume the desired ‘flat’ profile when the void 36 has been pressurised to the desired pressure. An appropriate choice of material, shape, thickness and inflation pressure can give a lightweight structure with the required degree of flexibility and robustness.
Returning to
Consequently, the first void 36 may be pressurised to any desired pressure, and this pressure will not change significantly whether the carriage connector is in the open position or closed position. This is because the cross-sectional areas are similar in both cases and as a result the enclosed volumes of air in the membrane are also similar in both cases. Therefore, it is not necessary to pressurise or depressurise the first void 36 during operation. Compressed air connections to the first void 36 are only needed for control purposes and to compensate for any leaks from the air system.
In addition to the first void 36, a second void 38 and third void 40 can be defined that are associated with the middle section 30 and outer section 32 respectively, such that each of the sections 28, 30, 32 have a corresponding void 36, 38, 40. This arrangement is illustrated by
The third void 40 is defined by a space within a rectangular structure 39 and is mounted to a side of the outer section 32, facing away from the chamber 12. The shape of the rectangular structure 39 substantially corresponds to the cavity of the middle section 30 such that when the outer section 32 is retracted, the rectangular structure 39 substantially retracts to within the middle section 30. As before, pressurising the air within the third void 40, preferably via a similar membrane to that of the first void 36, gives the outer section 32 and corresponding connectable end 34 stability and stiffness such that, in use, the connectable end 34 forms a weather-tight seal against the corresponding connectable end of an adjacent, second carriage connector.
The rectangular structure 39 is formed by rigid panels, however, a side of the rectangular structure 39 facing the railway carriage 3 comprises a rubber membrane such that the rectangular structure 39, and thus the third void 40, may alter its shape in response to externally applied forces, such as forces induced on the rectangular structure 39 by movement of the railway carriages in use and traversing a railway track, and/or the weather.
The second void 38 is open to atmospheric pressure and is defined by the space between the first void 36 and the second void 40. The shape of the second void 38, and its volume, may change rapidly and significantly when the railway carriages encounter sharp curves. Although the second void 38 is mostly enclosed, by the first and third voids 36, 40, it still has sufficient access to the atmosphere to allow large volumes of air to be admitted or expelled rapidly from within the second void 38.
Since it is desired to improve thermal and acoustic insulation, and reduce aerodynamic drag, of the carriage connector 2, the carriage connector 2 occupies a greater bulk than conventional designs. However, it is also desirable to keep the weight of the carriage connector 2 reasonably low to maintain energy efficiency of vehicle. These conflicting requirements are reconciled by having the air-filled voids 36, 38, 40 occupy most of the volume of the carriage connector 2, while using lightweight materials for the wall portions and the structures surrounding the voids.
The third voids, from the wall portions 4a, 4b, are coupled together using a flexible tubing arrangement. In this way, with the railway carriages traversing a sharp curve, any resulting increase in air pressure in one void on one side causes the other void on the other side to expand, with little change in the overall volume of air enclosed. The flexible tubing somewhat ‘folds up’ when the carriage connector 2 is in the closed position.
In some embodiments, there may be more than three voids. The number of voids may correspond to the number of sections of the wall portions. In other embodiments, some or all of the voids may not be pressurised.
Opening and closing the carriage connector 2, i.e. moving the carriage connector between the open and closed position, is achieved using pneumatic cylinders, along with low-power electrical functions, to actuate the portions 4a, 4b, floor 6, and roof portions 8. In this case, compressed air is used to drive the cylinders, which in turn actuates the wall portions 4a, 4b, floor portion 6, and roof portions 8. In other embodiments, any other such suitable means of actuation may be used to actuate the wall portions 4a, 4b, floor portion 6, and roof portions 8 to open and close the carriage connector 2.
A number of pneumatic cylinders are arranged to actuate the wall portions 4a, 4b, floor portion 6, and roof portions 8. Generally, compressed air is admitted into the cylinders and the wall portions 4a, 4b first open from their closed position to their fully open position, where they attach to the roof portion 8. Subsequently, the floor portion 6 is arranged to be raised up to fit between the now ‘open’ wall portions 4a, 4b and connects to them such that the chamber 12 is formed, still in a fully retracted position with some clearance from the corresponding carriage connector of an adjacent railway carriage.
As a second step, when the carriage connectors of both railway carriages intended to be joined are both fully open, another set of pneumatic cylinders are arranged to actuate the now complete wall, floor and roof assembly to extend the carriage connectors until they join.
Unlike a conventional design, whereby the standard operating practice is that carriage connectors must be open and coupled together as the couplers of a first and second railway carriages engage, in the present embodiment, the carriage connector 2 remains closed while the couplers of a first and second railway carriage engage. Once the coupling of the railway carriages has been successful and confirmed by signals from the coupler, authorisation is then given for the carriage connector 2 to be opened when desired—authorisation may be given by staff of the railway carriage or be automated. Once authorisation has been given, synchronised control signals, from the joining first and second railway carriage, ensure a corresponding first and second carriage connector open at the same time such that they may subsequently be connected together.
Although the starts of the extension sequences, of the wall portions 4a, 4b, floor portion 6, and roof portions 8, are synchronised between both vehicles, it is possible that they might extend at slightly different rates due to frictional variations or different air pressures which have not yet fully equalised via the couplers. In this case, the join between the carriage connectors might not be quite symmetrical midway between the two vehicles, but offset to one side, but this is not important. Staggering the initial opening sequences of the carriage connectors, i.e. one not opening until the second one is fully open, will reduce the minimum coupling distance required as the ‘swing out’ clearance required by the carriage connectors is only needed one at a time, not both simultaneously. This option can be chosen if the coupling distance is short to avoid the opening carriage connectors hitting each other. Once the carriage connectors of both vehicles are both fully open in the retracted position, then the extension of both is initiated simultaneously.
It is not obligatory to open the corridor connections when two railway carriages are coupled via couplers. It might be desired, for example, to prohibit access between passenger coaches and parcel vans for security reasons. Equally a vehicle equipped with this carriage connector 2 may be coupled to any vehicle without a corresponding carriage connector if necessary. When separating two railway carriages, the carriage connectors are first unconnected, retracted and closed, after checking that no passengers or obstacles are in the immediate vicinity; and when full closure is confirmed, then the couplers are disengaged as a second step.
The roof portion 8 comprises an upper ceiling panel 49, lower ceiling panel 50 and roof cover 55, which are connected to one another to form the roof portion 8, as will be described later on.
As illustrated by
As will be seen, other items are moved at the top of the carriage connector 2 requiring adequate force, which is facilitated by the ‘prising apart’ nature of the lever arrangement in the final stages of opening of the carriage connector 2. The bottom of the carriage connector 2 is able to move freely at this stage, however, so an actuation mechanism at the top only is sufficient without the need for another underneath floor level. Here, the word ‘top’ means close to an end that faces away from the ground when in use, and ‘bottom’ means close to an end that faces towards the ground when in use.
In the open position, the cylinder 42 pushes the levers 46a, 46b to a point midway between the inner sections of the wall portions 4a, 4b, using the piston 44 and short lever 48. As illustrated by
In addition to opening and closing the wall portions 4a, 4b, the same pneumatic cylinder 42 also moves the upper ceiling panel 49. The upper ceiling panel 49 is securely attached to the short lever 48, on a side facing towards the chamber 12, and is designed to slide freely over a lower ceiling panel 48 (seen in
The above arrangement ensures that when the carriage connector 2 is opening, the upper ceiling panel 49 is restricted to moving axially, prevented from being able to swivel, and the wall portions 4a, 4b open outwards equally. In the open position, however, the pivot P is in a position such that the upper ceiling panel 49 and wall portions of the carriage connector 2 are able to swivel, about the end of the railway carriage 3, freely and correspond to the same angles as controlled by the ‘parallelogram’ action of the levers 46a, 46b, 48 and their respective pivot positions.
As illustrated by
The upper ceiling panel 49 does not change its pivotal position when in operation, its only movement is swivelling at an angle when necessary. It is mounted vertically a short distance above the top of the end door aperture of the railway carriage 3 to allow the lower ceiling panel 50 to slide underneath it freely. This lower ceiling panel 50 may move longitudinally a considerable distance to accommodate variable spacing between a first and second railway carriage. At the furthest allowable extension of the lower ceiling panel 50 there is still an overlap between the upper and lower ceiling panels in both, of two connecting carriage connectors, such that both of the corresponding mechanisms remain concealed under all active operating conditions. The lower ceiling panel is arranged to be actuated by a separate, second pneumatic cylinder 58 (seen in
It will be noted that the chamber 12 may narrow slightly when swivelling off-centre, and there may be a small gap between the edge of the upper ceiling panel 49 and the wall portions 4a, 4b. This gap can be filled with flexible draught-proofing materials fixed to the top of the wall portions 4a, 4b which are arranged to protrude inwards by the necessary distance. When the carriage connector 2 is closed, these materials extend over the top of the railway carriage end door aperture ‘lintel’ which is arranged to be slightly lower than the door height.
Since in the closed position, the end of the carriage connector 2 is slightly narrower than the chamber 12 passage, to give a somewhat pointed end for better aerodynamic performance, it is arranged to be expandable with a spring arrangement. When closed, the outer parts 52 of the lower ceiling panel 50 (which also form the outer parts 53 of the roof cover 55 seen in
Since the moveable sections 52 have to transfer the compressive spring force from the lower ceiling panel 50 to the top of the wall portions 4a, 4b, and also have to ensure the correct alignment of the outer ends of the wall portions 4a, 4b with the outer end of the roof portion 8, the sliding arrangements and the brackets are robustly constructed. For the sliding movement, a substantial square section rod moving in a square tube is used, and for the brackets, a ‘click in’ type of flat snap fastener arrangement similar to a cupboard catch is preferable, rather than relying on spring pressure to hold a ball protrusion in a corresponding socket.
In addition to widening the chamber 12, these parts also extend to thin sliding ceiling parts under the end of the lower ceiling panel 50. The effect is to cover up the slots and holes vacated by the brackets and pivot pins of the actuation mechanism 41 when the carriage connector is fully open, as can be seen by
In the open position, and with the middle and outer sections still retracted within their corresponding inner sections, the carriage connector 2 extends slightly further than when the carriage connector 2 is in the closed position. This allows the carriage connector 2 to be clamped firmly against the end of the railway carriage 3 on resilient material when not in use, to obviate rattles and wear.
As illustrated by
As previously described, the first pneumatic cylinder 42 actuates the inner sections of the wall portions 4a, 4b. The second pneumatic cylinder 58 actuates the lower roof panel 50 and roof cover 55 outwardly to the desired extent, until it meets the adjoining, second carriage connector. The second pneumatic cylinder 58 operates in conjunction with further pneumatic cylinders at a floor level of the railway carriage 3 to give an even actuation pressure between the roof and floor portions of the carriage connector. The second pneumatic cylinder 58 is pivoted from a bearing hanging from the railway carriage 3 roof, and rotates with the turret 56. To allow the roof cover 55 to be retracted fully, the second pneumatic cylinder 58 is attached to the pivot by a fairly substantial bracket 59 (shown in
The screw devices in the moving ends 53 of the roof cover comprise a threaded short rod extending from the top of a fixed cone on one side, which engages with a conical cavity with an internally threaded cylinder at the bottom on the other side. The conical cavity allows the threaded rod to find its way into the correct position when joining even if there is a slight misalignment of the roof portions at this point. When a sensor detects that the correct position for joining has been reached, a small electric or pneumatic motor rotates the threaded rod to screw the two parts together. Although now joined together securely in the horizontal direction, the conical cavity is mounted in its moving end 53 of the roof cover in such a way as to allow for vertical movement between the roof portions 8 due to dynamic variations in the relative heights of the two coupled railway carriages. Similarly, the connecting grooves and ridges in the ends of the wall portions 4a, 4b allow relative vertical movements of those parts of the carriage connector also.
The floor portion 6 of the carriage connector 2 can swivel and expand telescopically in a similar fashion to that of the wall portions 4a, 4b, but with significant differences. When the carriage connector 2 is closed, the floor portion 6 resides beneath the wall portions 4a, 4b to allow them, when extending to from the closed position to the open position, to be unobstructed by the floor portion 6. When the wall portions 4a, 4b are in the open position, the floor portion 6 is first raised up so that its top surface, facing the chamber 12, becomes substantially flush with the railway carriage 3 floor. The floor portion 6 can then extend, from within the railway carriage 3, using compressed air in step with the extension of the roof and wall portions 8, 4a, 4b.
The floor portion 6 is not directly connected to the wall portions 4a, 4b, but sits between them and is able to pivot vertically to some extent as well as horizontally, i.e. a plane which is parallel to the floor portion, to accommodate variations in railway carriage heights as they move on their suspensions.
With a first and second railway carriage connected via a first and second carriage connector, the distal ends of the two adjacent floor portions are locked together in use, maintaining a relatively flat floor throughout the joint carriage connectors and able to tilt to adapt to height variations between the railway carriages, maintaining easy passage for passengers, catering trolleys, parcels trucks etc throughout the joint carriage connectors.
As illustrated by
As illustrated by
The second, third and fourth sections 64, 66, 68 form a telescopic unit with a similar concept to the wall portions 4a, 4b. However, instead of a linear movement pattern, the sections 64, 66, 68 are constrained to a curved relative motion when expanding from, or retracting to, the railway carriage 3 such that the top of each section is maintained closely underneath the adjacent overlapping section. The sections 64, 66, 68 remain in the same horizontal orientation, however, and present a substantially flat surface when extended, with minimal ‘steps’ while having a somewhat arched shape with significant depth for robustness to permit the use of lighter materials.
The telescopic movement of the sections 64, 66, 68 is illustrated by
The wheels grasping each rail on each side are mounted as shown, to give optimal support to varying loads on each part of the floor portion 6, whether tending to tilt up or down. Since the angle of the support rail passing between the wheels varies according to the degree of extension, the width of the support rails varies correspondingly through its length, becoming narrower in the more curved positions such that the fixed distance between the wheel pivots is maintained and a robust support is provided in any position of the floor portion 6.
A similar rack and pinion arrangement, as used with the sections of the wall portions, is used with the sections of the floor portion 6 to ensure equal movement of both edges of the floor portion 6, and the symmetrical placement of the third section 66 between its adjacent sections. Pinions mounted on axles in the middle sections 64, 66 are coupled together as before, and engage with racks on the underside of the second section 64 and the upper side of the fourth section 68.
When the sections of the floor portion 6 are retracted, the sections 62, 64, 66, 68 fit together closely, but as they expand, only the visible floor surfaces remain in close proximity. As the floor portion 6 expands, the sections begin to separate due to their curved surfaces at the top while the flat lower edge of the sides remains horizontal. The movement pattern is provided by the shape of the support rails, similar to the floor surface in the case of the fourth section 68, and inverted in the case of the second section 64.
The two pinion axles in the third section 66 are coupled together using either toothed pulleys and a toothed belt or bevel gearing and a coupling shaft, as with the rack and pinion arrangement of the sections of the wall portions. This coupling is done within the casing of the middle floor tread. Since the outer pinions are recessed away from a thin edge of the middle section, the racks on the upper surface of the outer section begin away from the edge of the fourth section 68, and continue inwards further than the floor tread itself. The outer parts of these racks are substantially below the level of the treads and the rack teeth gradually rise inwards, keeping them in the right position for the movement shape and also result in less vulnerability to wear.
The other racks for the first section 64 are mounted on the sides underneath the floor treads, with a similar ‘inverted’ shape to the support rails to give the correct movement pattern. The rack teeth face upwards such that that the inner and outer pinion axles rotate in opposite directions. This arrangement allows for compact bevel gearing with a coupling shaft to fit within the middle section floor tread. In other embodiments, a toothed belt is implemented as a coupling method, whereby the rack teeth are instead arranged to face downwards, allowing the two axles to rotate in the same direction.
Extension or retraction of the sections of the floor portion 6 is achieved using two pneumatic cylinders mounted between the second and fourth sections 64, 68. The pistons and outer cases of these pneumatic cylinders can be seen in
The floor portion 6 is able to slide vertically on two supporting rods, and is moved up and down by threaded rods geared together and driven by an electric motor, or alternatively by two linear actuators. After the couplers of a first and second railway carriage are engaged, the wall portions 4a, 4b of the carriage connector 2 are extended first, above the floor portion 6. Subsequently, the floor portion 6 is raised to its higher position to fit between the wall portions 4a, 4b, forming the chamber 12, along with the extended roof portion 8.
Flanges on the bottom of the third and fourth sections 66, 68 provide additional stiffness to these sections, and encourage the sections to slide smoothly against their neighbouring sections. Further, a bottom edge on the outer surface of the fourth section 68 comprises a longitudinal protrusion which allows small relative movement between the floor portion 6 and a coupler (which may be mounted to the vehicle beneath the floor portion 6) under conditions of high vibration of the vehicle and/or carriage connector 2.
Returning to
The first end of the chamber 12, comprising the mountable ends, can be considered as a mountable interface 70, for removably connecting the carriage connector 2 to the railway carriage 3, and the second end of the chamber 12, comprising the distal ends of the portions 4a, 4b, 6, 8, can be considered a connectable interface 72, for removably connecting the carriage connector 2 to a second carriage connector 2. Here, the connectable interface 72 of the carriage connector 2 can be considered to comprise each of the connecting elements of the wall portions 4a, 4b, the roof portion 8, and the floor portion 6, as described above. For example, the connecting screw device of the roof portion 8 would be one of these elements etc.
In the fully extended position, i.e. large coupling distance between a first and second railway carriage, the combined floor portions 6 present a substantially flat surface rising slightly in the middle with few discontinuities, allowing easy passage of people, catering trolleys, parcels trucks etc. For a relevantly short coupling distance between a first and second carriage connector, the combined floor portions 6 presents a substantially flat floor surface falling slightly in the middle such that easy passage for people etc is maintained. In the case of a typical average coupling distance between two railway carriages, the combined floor portions 6 present a substantially level surface to facilitate easy access.
When the carriage connector 2 is not in use and presenting a rather triangular profile to the vehicle end, i.e. in the closed position, the floor portion 6 is arranged to be in either a lower or higher position. In the lower position, the floor portion 6 is centrally constrained and the coupler, of the railway carriage 3, can retract fully within the floor portion 6, keeping both secure and preventing unwanted movement, avoiding rattles and wear to the equipment when inactive. When the floor portion 6 is raised to the higher position, the coupler is released and can be deployed to engage the coupler of another vehicle without opening the carriage connector, allowing the floor unit 6 to rotate sideways freely. In this case, the mechanical arrangement ensures that the sideways movement of the coupler is tracked by the floor portion 6, and the coupler and floor portion 6 rotate together as necessary due to track curvature.
This tracking of the horizontal swivelling movements between the coupler and the floor portion is achieved using rollers attached to the second floor section 64 (not visible in
In this higher position, the floor portion 6 remains horizontal but the coupler has some clearance for up-and-down movements as required. In other embodiments, the coupler mounting arrangements might not include a gimbal frame and in this case equivalent mechanical coupling arrangements can be provided to implement this tracking function instead. In some cases, the two coupled railway carriages may be far enough apart and the track curvature sufficiently low that the floor portions cannot collide in any case. If that situation applies, the tracking function may be omitted and the floor portions fixed in the neutral ‘straight track’ position when the carriage connector is closed.
When the carriage connector 2 is in use, the floor portion 6 is in the highest position, i.e. substantially level with the floor of the railway carriage 3 floor, somewhat further away from the coupler. In this case the rollers attached to the second floor section 64 have moved above and away from the coupler gimbal frame, so there is no longer any tracking between the movements of the coupler and the movements of the floor portion. The result is that when the carriage connector is open both it and the coupler can follow any necessary movements independently, as determined by the design of the various components and the vehicle dynamics. The above arrangement also ensures that only a relatively small space is required under the floor portion 6 to accommodate the coupler, avoiding the large and unsightly void of a conventional fixed railway carriage vehicle end, which may be a receptacle for flying debris such as leaves when the coupler is not in use.
The sections 28 and 32 do not generally overlap when the carriage connector is in the open position. However, minor overlapping may occur when the connected railway carriages are traversing a sharp curve and/or with close coupling distances between the railway carriages. In these situations, the third void 40 can be compressed to a substantially triangular cross-section. As previously described the third voids, of the wall portions 4a, 4b, are connected by a flexible tubing arrangement such that when one void is compressed the other void expands.
Finally, the middle (second) section's ‘tube’ fits outside the third one. The middle section is substantially rectangular, but curved inwards on a side nearest the railway carriage 3. This gives a closer fit to the first section 28 when in use, and also gives a smoother shape to the end when the carriage connector 2 is in the closed position and not in use. The middle section 30 is constructed from more robust and rigid materials than the other sections 28, 32, as the second void 38, within it, is open to the atmosphere and not pressurised. The middle section 30 also forms the visible outer surface of the end of the railway carriage 3 when the carriage connector 2 is closed—it must therefore be sufficiently robust to cope with minor impacts from twigs, birds etc hitting the end of the railway carriage 3 at speed.
It is not necessary for the pressurised first and third voids 36, 40 to extend the full height of the inner and outer sections 28, 32 respectively. Space can be left at the top and bottom, while still giving adequate stability and rigidity. The outer void 40 within the outer section 32 has a bottom space reserved to accommodate the roller from the floor portion 6, which is inserted when in use and pushes the bottom of the wall portions 4a, 4b outwards to make the connection with the adjacent vehicle, matching a similar pressure at the top of the wall portions 4a, 4b from the roof portion 8. The rollers of the floor portion 6 may move up and down, to accommodate dynamic variations in vehicle heights as they move on their respective suspensions, and move sideways, to accommodate the narrowing of the chamber 12 on sharp curves in a similar manner to the spring loaded expanding roof end described above.
Since the coupled railway carriages may encounter dips in the track or changes in gradient, the ends of the railway carriages are not necessarily exactly parallel. The inter railway carriage spacing is determined by the couplers, and the floor and roof portions of the carriage connector are able to telescopically adjust their length freely to accommodate the corresponding vehicle movements.
There may be some degree of rolling on uneven track, i.e. each railway carriage vehicle moving differently, the effect of which may be that at times, the angles of the roof and floor portions 6, 8 between their pivotal points are not the same. The floor and roof portions 8, 8 can swivel independently to allow for this displacement. Between the floor and roof portions 6, 8, variations are accommodated by a degree of flexibility in the wall portions. The outer section 32 of the wall portion is flexible as to allow the required degree of movement of the third void within. The result is that the ends of the wall portions, of the two vehicles, remain at substantially the same angle. The outer sections of a pair of connecting wall portions are connected together by corresponding vertical ridges 74 and grooves 76 (seen in
For significant vertical movements, the outer sections, of the connecting pair of wall portions, may ‘slide’ up and down, relative to one another, via the corresponding ridges 74 and grooves 76 when necessary as described previously. The floor portion 6 can tilt vertically on the pivots joining first sections 62 with second sections 64, and the latching arrangement which couples the ends of the roof portions together allows for vertical movement also as described earlier. In this way, dynamic variations in railway carriage heights can be accommodated.
The coupling of a first and second carriage connector 2a, 2b (shown in
As illustrated by
The floor portion 6 is then raised into the higher position releasing the coupler of the first railway carriage 3a, which may then be extended to engage the coupler of the second railway carriage 3b. The floor portion 6 is substantially horizontal and follows any sideways movements of the coupler. The floor portion 6 is able to follow the movements of the coupler using rollers on the inside of the floor portion 6 in contact with the outer edge of the gimbal frame, of the railway carriage 3a, which gives the coupler its horizontal freedom of movement. The gimbal frame is attached to lower part of the railway carriage end using pivots at the top and bottom of the centres of the gimbal frame, such that the pivots are in a vertical axis aligned with the pivot point P described earlier, about which point the whole carriage connector can swivel. The gimbal frame also has pivots in the centre of its sides, which are used to attach the coupler mechanism and thus give the coupler its vertical freedom of movement.
This arrangement therefore keeps the horizontal movement of the floor portion 6 in alignment with the horizontal movement of the coupler as it swivels according to the requirements of track curvature, when the couplers are coupled but the carriage connector is still closed. As the gimbal frame edge is vertical and the floor portion 6 is arranged to move vertically upwards, the floor portion 6 remains level in this position. This arrangement gives the coupler sufficient clearance to operate, both on sharp curves and for axial displacement, without the need for a large space underneath the floor portion to accommodate coupler movements which would be necessary if the floor portion were fixed in position. With the first and second carriage connector 2a, 2b in the closed positions, access between the first and second railway carriage 3a, 3b is prevented.
When in it is desired to open the first carriage connector 2a, the wall portions 4a, 4b are first extended, clearing the rollers mounted on posts attached to the ends of the floor portion 6. The ridges and grooves on the outer sections 32a, 32b of the wall portions 4a, 4b facilitate locking and sealing the wall portions 4a, 4b together when the wall portions are acting as ‘doors’, i.e. the carriage connector is in the closed position. When in the open position and the carriage connector is in use, the ridges and grooves engage with corresponding grooves and ridges on the other open carriage connector, aiding in positional alignment between the two carriage connectors providing a more weather-resistant seal while allowing vertical relative movement between the two carriage connectors.
Once the wall portions 4a, 4b are ‘fully open’, i.e. rotated from the railway carriage 3a from the flush position to the parallel position, the floor portion 6 is raised further such that the inside rollers on the floor portion 6 encounter a protrusion at the top of the gimbal frame, which forces the rollers outwards and causes the floor portion 6 to tilt upwards at its outer end, i.e. the fourth section 68. As the floor portion 6 is raised further, the outer rollers mounted on pillars tilt upwards and backwards and are inserted through holes in the underside of the wall portions to begin assembly of the carriage connector 2a as a complete unit, i.e. formation of the chamber 12.
The floor portion 6 is continually raised such that it clears the gimbal frame, giving a small degree of freedom for axial displacement of the floor portion 6 ensuring the outer rollers remain within the wall portions 4a, 4b. Raising of the floor portion 6 ceases when the floor portion 6 reaches the floor level of the railway carriage 3a, with the carriage connector 2a in a telescopically retracted position, i.e. the portions 4a, 4b, 6, 8 are not telescopically extended. This situation is shown in
In the next stage, the carriage connector 2a is telescopically extended, via the pneumatic cylinders actuating the floor portion 6 and roof portion 8, such that the connectable interface 72 meets the second carriage connector 2b. As previously described, actuation of the roof portion and floor portion simultaneously causes actuation of the wall portions, in particular the outer sections, such that all the outer parts of the carriage connector extend telescopically in tandem. Minor misalignments are corrected by the conical protrusion, on the first floor portion, finding its way into the conical receptacle on the other floor portion. Here, sensors detect when this alignment has been achieved, prompting the firm screwing of the two floor portions together, providing a robust continuous walkway with a reasonably flat upper surface, pivoted at the end of each railway carriage 3a, 3b and tilting as necessary, i.e. able to axially move, to accommodate relative railway carriage movements. During this time, a similar arrangement aligns the two roof portions, in particular the two upper roof covers, and screws them together, but in this case, to a sliding internal part allowing vertical movement, providing a continuous roof which is also pivoted at the end of each railway carriage 3a, 3b to accommodate relative railway carriage movements. Also during this time, the corresponding ridge and groove arrangements on the wall portions meet. This extended state for carriage connector 2a is shown in
In this way, as shown in
The shortest allowable coupling distance between the first and second railway carriages 3a, 3b is determined by having sufficient clearance to allow the wall portions, of the first and second carriage connectors 2a, 2b, to open (or close) in the telescopically retracted position without obstructing one another. When the carriage connector is closed, it is folded up sufficiently such that a clear unobstructed view is afforded to a driver at the end of a railway carriage.
The above mechanisms arranging the formation of the complete carriage connector 78, formed from the connected first and second carriage connectors 2a, 2b, ensure the complete carriage connector 78 is always straight and that angular movement, due to track curvature, being allowed for at the ends of the first and second railway carriages 3a, 3b and not near the join of the first and second carriage connectors 2a, 2b, i.e. at the connectable interfaces, as in a typical traditional design.
In some embodiments, the mating ends of the carriage connector may have flexible rubber mounting to give them flexibility when the carriages are traversing the top of a hump or the bottom of a hollow in the track.
Swivelling of the complete carriage connector 78 will now be described. As explained above, the length of the wall portions 4a, 4b are able to be varied independently from one another, via telescopic extension/retraction. Telescopic extension and retraction of the wall portions is not fixed. Therefore, during a swivelling movement of the complete carriage connector 78 to accommodate at curve, the lengths are the wall portions 4a, 4b are able to suitably independently vary to accommodate traversal of the curve, as well as the wall portions 4a, 4b being able to pivot about the end of the railway carriage 3a. In particular, the length of the wall portions 4a, 4b will inversely vary with respect to the one another, i.e. when wall portion increases in length, the other will decrease in length and vice versa. Further, the lengths of the wall portions in a connected pair, i.e. a wall portion 4a from the first carriage connector 2a and the corresponding connected wall portion 4c from the second carriage connector 2b, will vary in whichever ways are necessary to accommodate various kinds of relative vehicle movements As a result, the elongated chamber 80 is maintained at substantially the same length overall, this length being determined by the couplers of the first and second joined railway carriages 3a and 3b underneath it. The components of the complete carriage connector 78 are able to move freely so that little stress is placed upon them when the first and second railway carriages 3a, 3b are traversing curves, preventing the structural integrity of the carriage connectors 2a, 2b from being compromised. This extension and corresponding retraction movement, or variation in length, of the wall portions 4a, 4b, along with their pivotal movement, when traversing a curve can be seen in
As the wall portions pivot and extend/retract to accommodate traversal of curves, the floor and roof portions 6, 8 correspondingly pivot to accommodate this movement.
For example, looking at
As another example, if the railway carriages are in the process of traversing a sharp reverse curve such that both are approximately in parallel but their centres are not in line, and railway carriage 3b appears lower in
From the pivoting arrangement of the portions 4a, 4b, 6, 8, the chamber 12 can be considered as able to pivot about its mountable interface 70 in a plane which is parallel to the floor portion 6.
On full telescopic extension of the complete carriage connector 78, i.e. a maximum coupling distance between railway carriages, there may gaps in the outer sides of the complete carriage connector 78, i.e. the sides facing away from the elongated chamber 80. These gaps are inconsequential, as the second void 38 is open to the atmospheric pressure and not pressurised. However, to improve aerodynamic, acoustic and thermal performance, and to prevent ingress of debris such as leaves, these gaps may be filled.
One example of filling these gaps is by mounting an extensible fabric cover on a sprung roller between the first and third voids of each wall portion such that gaps are filled, similar to that of a roller blind. Each sprung roller is mounted to the corresponding inner section of the wall portion. The fabric fits inside the middle and outer sections 30, 32, and is only visible when gaps arise in the outer sides of the complete carriage connector 78 on full telescopic extension.
Space is limited at the outer part of the first void 36, when the railway carriages are traversing a sharp curve and the third void 40 is pressed up against the first void 40. Therefore, as illustrated by
Although a similar fabric arrangement with a horizontal roller could be used to fill the gaps appearing at the top of the wall portions, these are relatively small in area and the benefits might not be worth the additional complication. Rain penetrating here will simply drain out at the bottom. The chamber 12 of the carriage connector 2 is well protected from the elements by the roof and wall portions 8, 4a, 4b.
As an alternative to the roller blind technique, some highly stretchable fabric may be used to fill the gaps with appropriate mounting arrangements. There is space to fold up the fabric if necessary, so that it only becomes taught when gaps in the structure are beginning to open up, reducing the range over which it must stretch. Yet another alternative is a bellows structure of conventional form, especially the double wall type like a succession of rubber tubes joined together which may be compressed or expanded to a large extent.
In both the closed and open configurations of the carriage connector 2, a smoother profile is presented for relatively better aerodynamic performance having reduced drag with respect to conventional arrangements, in particular, a significant improvement on a conventional square ended vehicle and narrow bellows gangway arrangement.
The interaction between the ends of the two railway carriages 3a, 3b is primarily controlled by the engaged couplers of the carriages. As explained, when the carriage connectors 2a, 2b are closed, the couplers are the only things joining the two railway carriages. The couplers are designed to cope with the maximum traction and braking forces specified with a margin of safety, and also have a degree of lateral damping to limit sideways oscillations.
As the floor and roof portions 6, 8 of the carriage connector 2 are operated by compressed air, once the first and second carriage connector 2a, 2b have been firmly connected together, the air circuits of the pneumatic cylinders can be controlled to alter the flexibility, or ‘springiness’, of the combined carriage connector 78. Closing the air circuits of the pneumatic cylinders provides a degree of springiness to the complete carriage connector 78 to reduce the transient acceleration and braking forces the couplers have to cope with, to a degree dependent on the enclosed air volume before the closing valve. On the other hand, if the air circuits of the pneumatic cylinders are opened to the atmosphere, the components of the complete carriage connector 78 are able to move more freely. An intermediate between these two extremes, varying the size of vent apertures of the pneumatic cylinders, can give varying degrees of damping. A designer can control this degree of damping as desired to give the preferred optimum for a particular railway carriage, or if necessary make the degree of damping programmable for best results under particular operating conditions.
In some embodiments, when the carriage connectors 2a, 2b are in use to form a complete carriage connector 78, dampers restricting relative rotational movement of the floor and/or roof portions 6, 8 provide additional lateral damping between railway carriage ends. In this case, the dampers would be mounted to the roof portions, to discourage twisting movement from torsional stresses.
As the optimum stiffness of the carriage connectors is heavily dependent of the mass of the railway carriages and the characteristics of their suspension, the stiffness of the components of the carriage connector can be altered depending on the mass and suspension characteristics of particular railway carriages. Stiffness of the carriage connector may be altered by using different materials and/or the degree of pressurisation of the air in the voids 36, 40.
When railway carriages are coupled together via carriage connectors, the arrangements provide some additional safety in the event of accident. If a collision causes the transient compressive forces on the coupler to exceed limits and its mounting starts to deform, the pneumatic cylinders in the floor and roof portions 6, 8 of the carriage connector 2a will be rapidly compressed. High pressure release valves in the air circuits of the pneumatic cylinders can vent to the atmosphere through appropriate orifices and assist in dissipating the energy.
If, in spite of the assisted energy dissipation, the compete carriage connector 78 is forced into its telescopically retracted position, in some embodiments, override protectors of conventional form are arranged to engage one another. The override protectors, faced with horizontal grooves and ridges to prevent relative vertical movement, are securely attached to railway carriage underframes and positioned such that they remain disengaged on the sharpest curve at the closest coupling distance of a first and second carriage connector 2a, 2b. The override protectors engage if both railway carriages 3a, 3b are close enough for the carriage connectors to be fully telescopically retracted but still joined, an arrangement which would not occur in normal operation, as it is preferable to have some telescopic extension of the carriage connectors. The voids 36, 40 in the wall portions 4a, 4b, now ‘squashed together’, will assist to some extent in resisting excessive compressive forces in accident situations as well. In further embodiments, energy-absorbing elements may be incorporated in the carriage connectors, or other parts of the railway carriage, if desired to give the required energy absorbing performance.
With the carriage connector closed, the arrangement provides good crashworthiness protection. The multiple layers of the structure are folded up within the robust square section portal frame, which is angled to give a wedge-like arrangement. Even if components start to disintegrate in extreme conditions, they will be pushed into this receptacle, dissipating energy as they do so. For minor impacts with small objects, the outer ‘ring’ of the second void 36 is sufficiently robust to offer structural stability of the carriage connector in the face of these impacts. As the forces of the impacts increase, contact with the third void 40 will be made, which is predominantly springy such that obstacles are repelled. More serious collisions may cause permanent deformation of the structure, but the inside of the vehicle is well protected with the inflated air spreading the forces onto the inner doors over a wide area, rather than a point impact to cause rupture. For more extreme impacts, the forces may cause the voids to burst and the outer structure to disintegrate, but the resulting debris will tend to be forced into the wedge shape to help in resisting the applied forces before the closed wall portions 4a, 4b eventually burst or the portal structure deforms.
Most vehicles will only find themselves in leading positions for low speed shunting movements, so a moderate degree of crashworthiness protection will be sufficient. For those vehicle ends intended to lead the train at high speeds in service, higher levels of robustness are desirable. It may also be necessary to increase axle loads to make it more likely the train end remains on the track in collision situations. On the other hand, excessive weight is undesirable for vehicle ends normally within a train.
These conflicting requirements can be addressed with an alternative embodiment of the carriage connector design and vehicle structure as follows. The robust square section pillars surrounding the carriage connector are hollow, and for normal vehicle ends are left empty. For railway carriage ends incorporating driving cabs, which will sometimes find themselves at the front of higher speed trains, the pillars can be filled with sand. Sand is stable, inert, cheap and good for absorbing vast amounts of transient energy through friction between the grains. This provides an additional means for dissipating energy in the railway carriage end structure as well as the normal deformation of metal. It is also possible to incorporate additional energy absorbing material of various forms in the spaces between the carriage connector and the railway carriage sides to give extra protection for a driving cab.
Adding these materials will give additional weight, helping to increase axle loads as required in this situation, and/or with ballast weights elsewhere depending on the equipment fitted. Such methods are all reversible if required: if a driving cab is no longer needed some other facility may be substituted and the additional protection items removed, so the vehicle weight is desirably decreased.
The carriage connector 2 can be retrospectively, and removably, mounted to vehicles on a railway network needing conventional carriage connections, from high speed passenger trains on straight main lines to parcels vans having to negotiate tight curves in cramped depots and sidings. The carriage connector can therefore replace these conventional carriage connections to connect railway vehicles together.
The above described arrangement of the carriage connector 2 allows for a plurality of advantages when compared to the arrangements of conventional carriage connections. In particular, the shape of the carriage connector 2 has relatively better aerodynamics for relatively lower energy consumption both when coupled in a train or at the leading or trailing ends of a train, i.e. the open and closed positions respectively, as well as presenting a less restricted view for the driver of train when the carriage connector is closed and mounted to the driver cab end.
The above described arrangement of the components of the carriage connector 2 offer relativity improved heat and sound insulation, as well as giving the complete carriage connector 78 the ability to accommodate sharp curves, for universal application, covering all railway routes, both on passenger and freight vehicles as required. Further, these component arrangements, such as telescopic variation of the longitudinal length of the potions 4a, 4b, 6, 8 permit a wide range of inter-vehicle coupling distances, allowing the use of both conventional couplers and retractable ones with different vehicle positioning methods.
The opening and closing of the carriage connector 2 is arranged to be controlled and/or automated electronically, while the voids 36, 38, 40 allow the carriage connector 2 to have relatively less weight, while giving the carriage connector 2 sufficient structural stability.
Number | Date | Country | Kind |
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2017855.4 | Nov 2020 | GB | national |
Filing Document | Filing Date | Country | Kind |
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PCT/GB2021/052843 | 11/3/2021 | WO |