Patent Application
20110068185
The invention relates to a system for fastening a rail to a fixed bottom support which is typically formed by a concrete sleeper or a concrete slab. Such systems are intended to be inexpensive to manufacture, to be able to be installed easily and at the same time to function safely and reliably for as long a time as possible.
Known in practice is a rail fastening system offered under the name “ECF” in which the rail stands on the supporting surface of a base plate made of steel. At its longitudinal sides which are aligned in the longitudinal direction of the rail which is to be fastened in place, the supporting surface is bounded by respective ribs against which the foot of the rail is guided laterally when in the fully installed state. The rib also acts as a mounting for a clamping bolt whose head seats by positive-fit in a receptacle formed or moulded in the rib and whose shank passes through the central loop of a W-shaped clamping clip in the direction pointing away from the upper side of the base plate. By means of a nut which is screwed onto the clamping bolt, the clamping clip is then braced against the base plate in such a way that a sufficiently high hold-down force is exerted on the given side of the foot of the rail by the free ends of the resilient arms of the clamping clip.
It is ensured in this case that a rail fastener formed by the ECF system has an adequate ability to yield when a railway vehicle travels over it by an elastic intermediate layer, which intermediate layer is arranged between the base plate and a carrier plate which rests on whatever is the solid support in the given case.
To enable the position of the rail to be adjusted to whatever track gauge is required in the given case, there are formed or moulded in the ECF system, in the regions of the base plate which project laterally beyond the supporting surface, respective openings for sleeves, which openings run from the upper sides of the regions to their undersides and have seated in them eccentric sleeves which are designed to form hold-down sleeves. At its end which is at the top in the installed position, the eccentric sleeve has, in this case, a projection in the form of a collar which extends round the circumferential face of the sleeve and which rests on the upper face of the base plate in the installed position. At the same time, the heightwise distance left between the underside of the projecting collar and that end of the eccentric sleeve which is at the bottom in the installed position is of a size such that the sleeve stands on the carrier plate in the fully installed state. Inserted through the opening for the eccentric sleeve in this case is a bolt which is screwed into an anchor inset into the fixed bottom support and which thus creates an axis of rotation for the sleeve. What is achieved by this design is on the one hand that the base plate is braced against the fixed bottom support with a defined hold-down force by means of the eccentric sleeve which acts as a hold-down device. On the other hand, the position of the base plate, and with it the rail standing on it, can be shifted in a direction at right angles to the longitudinal extent of the rail by turning the eccentric sleeve, in order to adjust the position of the rail to the track gauge required.
It is a disadvantage of the known ECF system for fastening a rail in place that the base plate is high in weight and also limits the freedom which exists when designing and configuring it because of the steel material which is used to produce it.
To avoid the disadvantages of base plates of the kind explained above made of steel, it has been proposed that base plates of this kind be made from plastics material. An example of a base plate of this kind is disclosed in EP 1 950 347 A2. The base plate described therein has, on its underside which is associated with the fixed bottom support, a stiffening structure which is formed by intersecting ribs which between them define respective unfilled recesses. In addition, there are formed or moulded in the base plate through-openings through which a bolt of conventional hexagon-head form can be inserted from the underside of the base plate to act as a clamping bolt to brace a clamping clip against the base plate. For the head of the clamping bolt, there is provided in this case a receptacle which is formed or moulded in the underside of the base plate and which is likewise of a hexagonal form and in which the head of the bolt is seated with positive-fit in the fully installed state.
The base plate known from EP 1 950 347 A2, which is composed of plastics material, is intended to be laid down directly on whatever is the fixed bottom support in the given case. To enable a sufficiently firm hold to be obtained, the known base plate is provided at each of its narrow sides with three through-openings through each of which a fastening bolt which can be screwed into the solid bottom support is inserted. No provision is made in this case either for any adjustment of the track gauge or for the rail to be elastically mounted.
Against the background of the prior art described above, the object of the invention was to provide a system for fastening a rail in place and a rail fastener which, while being simple to install, would allow a large measure of freedom in the production of the components required and at the same time have great practical utility.
In accordance with the invention, this object has been achieved by a system formed as defined in claim 1 for fastening a rail to a fixed bottom support and by a fastener for a rail which is produced by using a system according to the invention. Advantageous embodiments of a system according to the invention are specified in the claims which are referred back to claim 1 and they will be explained in what follows.
A rail fastening system according to the invention therefore comprises a base plate produced from a plastics material. Producing the base plate from plastics material on the one hand achieves an appreciable saving in weight in comparison with the known base plates made of steel or cast iron. In addition, the use of plastics material is a simple way of enabling shapes to be formed on the base plate which cannot be reproduced in steel or similar materials.
It is also of particular importance to the invention that in the installed state the base plate produced from plastics material stands on an intermediate layer which is arranged between the base plate and the fixed bottom support. This enables to make use of the elasticity of an intermediate layer of comparably large volume and to give the fastener produced by the system according to the invention, when a railway vehicle travels over it, a yield which, as exactly as possible, can be determined in advance.
On the one hand to ensure that the support which the rail has on the fixed bottom support is as even as possible, but on the other hand to also minimise the abrasive wear on the elastic intermediate layer, there is provided in addition in a fastening system according to the invention a carrier plate which is to be arranged between the intermediate layer and the fixed bottom support. This can if required be made of comparably thin steel sheet or of a sufficiently strong plastics material.
A system according to the invention also includes a resilient member which, in a known manner, applies the resilient force required to hold down the rail which is to be fastened in place. To brace the resilient member, there is provided in this case, as is also known and usual, a clamping bolt to brace the resilient member to the base plate.
Finally, the system according to the invention also comprises at least one fastening member for fastening the base plate to the fixed bottom support, at least two or four such fastening members usually being required to anchor a rail fastening formed in accordance with the invention safely and securely to whatever is the fixed bottom support in the given case.
What the combination according to the invention of a base plate made of plastics material and an elastic layer carrying it thus makes available is a rail fastening system or a correspondingly composed fastener for a rail which is not only able to be installed in a particularly easy way due to the minimised weight of its individual parts, and particularly of its base plate, but which also shows yielding behaviour, particularly well suited for practical requirements, when a railway vehicle travels over it.
Formed or moulded in the base plate there may be at least one opening for a hold-down sleeve, which opening runs from the upper side of the base plate to its underside and in which opening for a sleeve a hold-down sleeve is put in a sliding fit, the height of which hold-down sleeve is greater than the thickness of the base plate in the region of the opening for a sleeve associated with it and which hold-down sleeve has a projection protruding from its circumferential surface which bears against the upper side of the base plate in the fully installed state, the fastening member then being intended in this case to be inserted through the opening of the hold-down sleeve. What the hold-down sleeve inserted in the opening for the sleeve does in this embodiment, in a way comparable to the prior art explained above, is to cause the base plate to be loaded only by a preset maximum force. This is a safe and certain way of preventing the base plate made of plastics material from being damaged by errors at the time of installation. At the same time, the sleeve also ensures that the elastic intermediate layer is only compressed by the fastening member so far as is required to give it a secure and reliable grip. In this way, the elasticity which the elastic intermediate layer is required to provide is reliably available even in the fully installed state. The sliding fit which the sleeve has in its associated opening in the base plate ensures in this case that the base plate is able to follow unhindered any compression or expansion of the intermediate layer which occurs as a result of the loads applied when travel takes place over it.
Basically, a system according to the invention is just as suitable as the prior art for an adjustment of track gauge performed with the help of an eccentric sleeve. To enable use to be made of this opportunity for adjustment, the hold-down sleeve may take the form of an eccentric sleeve. In order in this case to enable a check to be made on the adjustment which is effected in the given case, which check is particularly simple and is adapted to the rough conditions which may arise on the given site, there may be formed, in the opening for the sleeve, markers for indexing which are arranged at a spacing from one another such that, allowing for the eccentricity of the axis of rotation of the eccentric sleeve from the central longitudinal axis of the opening for the sleeve, the markers for indexing define positions in rotation of the eccentric sleeve if the eccentric sleeve is adjusted in rotation about its axis of rotation in the opening for the sleeve, which positions in rotation correspond to a step-by-step change in the position of the base plate by a defined amount. Because the hold-down sleeve has a shaped member compatible with the markers for indexing in the opening for the sleeve by means of which shaped member the hold-down sleeve inserted in the opening for a sleeve associated with the said hold-down sleeve is coupled by positive-fit to a given one of the markers for indexing in the opening for the sleeve, the position of the base plate can be adjusted without any problems in a way which is easy to follow for the installer in such a way that an adjustment of the track gauge to an ideally correct size is obtained without any burdensome measurements.
The indexable locking of the eccentric sleeve to the base plate which fixes the given position in rotation of the eccentric sleeve may be performed by means of a shaped member formed on the eccentric sleeve which is compatible with the shape of the marker for indexing. Depending on the location of the shaped member in question and the configuration of the eccentric sleeve, the markers for indexing may be formed or moulded in the form of recesses into the edge region of the upper side of the base plate, which edge region surrounds the opening for the sleeve. This may for example serve a useful purpose when the eccentric sleeve takes the form of a hold-down sleeve which carries on its circumferential surface a projection which bears against the upper side of the base plate in the fully installed state. However, fixing which is particularly secure and safe against wear is obtained when the markers for indexing are formed or moulded in the circumferential wall of the opening for the sleeve.
Regardless of where they are arranged, the markers for indexing may take the form of recesses in groove form.
The markers for indexing may be arranged in a given pattern which is helpful in the given application. In this way, it may be useful under certain circumstances for the size of the stepped change in place from one marker for indexing to the next to increase following a given function, which size is fixed by the distance between two markers for indexing. However adjustability which is versatile and particularly easy for the installer to follow is obtained if the angular intervals between mutually adjacent markers for indexing are each sized in such a way that each adjustment in rotation of the eccentric sleeve seated in the opening for the sleeve involves a change of unvarying size in the position of the base plate.
It also helps to simplify operation if one of the markers for indexing is defined as the “zero position” which forms the starting point for the change in the position of the base plate when a fastener for a rail which is formed using the base plate is being installed.
It also helps to save weight and to increase the stiffness of the base plate if a stiffening structure formed by ribs and by depressions present between the ribs is formed or moulded in the underside of the base plate, which underside is associated with the fixed bottom support. By closing off at least an adequate number, and in particular all, of the depressions of the stiffening structure with a filling material, it is possible in this case to avoid the risk of the stiffening structure impressing itself into the elastic intermediate layer under load and doing lasting damage to the latter. What is meant by “closing off” in this connection is filling of the depressions in any way which ensures that, when the system is fully installed, the ribs on the base plate at most impress themselves into the elastic intermediate layer only by an amount sufficiently small for no permanent damage to be done in the case where a load is applied by a railway vehicle travelling over the fastening point formed by the system.
Depending on the sensitivity and load-bearing capacity of the elastic layer on which the base plate is to be placed, it may be useful for only some of the depressions to be filled with filling material. In this way, a procedure which suggests itself is, in cases where the depressions are regularly arranged, for one or more depressions to be left unfilled between two that are filled, provided that, under load, this does not cause a preset permitted load per unit area to be exceeded which is preset to ensure permanent elastic behaviour by the elastic intermediate layer. However, production becomes particularly simple and operation particularly safe and reliable if all the depressions of the stiffening structure on a base plate according to the invention are filled with moulding material.
Depending on the load-bearing capacity of the filling material, it may be enough in this case if, in the form of a thin layer, it merely closes off the given depression like a sort of lid at the opening thereof which is associated with the underside. When this is the case the filling material may for example be a sufficiently thick film or foil or plate or sheet which closes off the opening of the given depression.
If however the depressions are to be filled in such a way that particular loads can be carried or if the filling material is, in addition, to assist in sound damping or to perform some other additional function, it may be equally useful for the depressions to be completely filled with the filling material or for sufficient filling material to be placed in each of the depressions for the filling material to project above the ribs which define the given depression. Precisely in the latter case, this gives a particularly reliable guarantee that in practical operation no damage will be done to the elastic intermediate layer by the ribs.
The filling in the form of the filling material can always be introduced into the given depression in a separate stage of operations, such for example as after the production of the base plate. For this purpose, the filling material may be injected into the depressions in a flowable state or may be inserted as a pre-manufactured shaped member.
What may be considered as a plastics material for the production of the base plate is for example glass-fibre reinforced polyamide. What is suitable as a filling material on the other hand is unreinforced polyamide.
Excessive compression of the elastic intermediate layer when under load may also be prevented by forming on the underside of the base plate, at the underside thereof, at least one projection which points away from the underside and which acts as a stop and by which, when the system is fully installed, a limit is set for the travel by which the base plate sinks, as a result of the elasticity of the elastic intermediate layer, when a railway vehicle travels over the rail. The projection concerned may extend round the base plate in this case after the fashion of an apron which projects towards whatever is the fixed bottom support in the given case, thus ensuring that there is on all sides a stop for the sinking movement of the base plate regardless of the movement which it makes in the given case. A surrounding projection of this kind has the additional advantage that it protects the elastic intermediate layer against fouling and moisture. However, it is of course equally conceivable for a separate projection to be provided for the same purpose at each of given points.
Alternatively or in addition, the function described above of a projection formed on the base plate may also be performed by a projection formed on the carrier plate which, when the carrier plate is in the installed state, points towards the base plate and by which, when the system is fully installed, a limit is set for the travel by which the base plate sinks, as a result of the elasticity of the elastic intermediate layer, when a railway vehicle travels over the rail. At the same time, the projection on the carrier plate may, if suitably configured, form a receptacle for the elastic intermediate layer. This is particularly true if the projection concerned extends along the edge of the intermediate layer for at least a sufficient proportion of the circumference of the latter or if an adequate number of separate projections which fix the position of the intermediate layer are arranged on the carrier plate.
The bracing of the resilient member which is required in each case to hold down the rail may also be accomplished, in a system according to the invention, by forming or moulding in the base plate a through-opening which runs from the upper side of the base plate to its underside and through which the clamping bolt can be inserted from the underside.
In order on the one hand to easily ensure in this case that the fastening bolt is securely held during the operation of bracing the resilient member and on the other hand to prevent the elastic intermediate layer from being loaded by a bolt head which projects from the underside of the base plate, a receptacle may also be formed or moulded in the underside of a base plate designed in accordance with the invention in the region of the mouth of the through-opening, in which receptacle the polygonal, and in particular hexagonal, head of the clamping bolt is seated in the fully installed state.
So that the clamping bolt whose head is seated in the receptacle is able to withstand even the high torques which may be generated when the given resilient member is being braced without separate metal members or the like having to be inserted for this purpose in the base plate which is made of plastics material, the invention proposes, in a further embodiment which is important from the practical point of view, that each side-face of the bolt head have associated with it a face for contact which is formed on the circumferential wall of the receptacle. This face for contact extends in this case for part of the length of whichever is the associated side-face of the bolt head, thus enabling the relevant side-faces of the bolt head each to have, in the installed state, planar support from the faces for contact respectively associated with them.
At the same time, the faces for contact on the circumferential wall are arranged, in this embodiment of the invention, to be spaced apart from one another, thus enabling there to be formed or moulded in the circumferential wall of the receptacle, between each pair of adjacent faces for contact, a recess in the region of which there is no contact between the bolt head and the circumferential wall of the receptacle in the fully installed state. What is achieved by a design of this kind for the receptacle is that even under a torque load there is, between the sections of the receptacle which receive the load, planar contact by which the forces to be received are transmitted into the sections of the base plate surrounding the receptacle over a comparably large area.
What are prevented in this way are the load peaks which occur in receptacles of conventional design whose shape is a close match to the shape of the bolt head which they are to receive. Because of the inevitable clearance with which the bolt head is seated in its associated receptacle, what regularly arises in this case at the edges situated between the side-faces of the bolt head is a narrow, linear region of contact at which the entire load is concentrated. This concentration of force may become so high that the bolt head works its way into the material surrounding the receptacle and there is no longer any guarantee of the bolt head being securely held. With the planar support for the side-faces of the bolt head which is achieved in accordance with the invention, this danger no longer exists.
Following the model provided by the prior art, the base plate which is provided in a system according to the invention may have on its upper side a supporting surface for the rail which is to be fastened in place, which supporting surface is bounded by respective supporting shoulders at its longitudinal sides which are aligned in the longitudinal direction of the rail which is to be fastened in place. To enable tolerances affecting the width of the foot of the rail to be compensated for or to provide additional adjustability for the track gauge, at least one adapter piece may be provided to bridge the gap which exists in the installed state between the foot of the rail which is to be fastened in place and the given supporting shoulder. To enable the adapter piece to be fastened in place in the correct position in a easy way and one which ensures reliable operation, a shaped member may be provided on the base plate which, in combination with a complementary shaped member formed on the adapter piece, ensures that the adapter piece has a positive-fit grip on the base plate.
To enable the rail which is to be fastened in place to be resiliently and elastically supported relative to the base plate too in a way which allows easy installation and is, at the same time, effective, an elastic intermediate layer may be applied to the supporting surface which is present on the base plate. A layer of an elastic moulding material may for example be sprayed onto the supporting surface.
Further minimising of the weight of the base plate can be achieved by giving the base plate, when seen in plan, a constriction in the region of the supporting surface. In this embodiment, when measured in the longitudinal direction of the rail, the width of the base plate is greater in the portions thereof which project beyond the rail laterally in the installed position than in the region which is situated underneath the foot of the rail. In this way, not only is extra weight saved but the wider lateral portions also contribute to providing optimised support for the rail against the transverse forces which act when travel takes place over the system.
The installation of the system according to the invention can be simplified by providing at least one clip which, for installation, holds together in a pre-assembled position a pack made up of the base plate, the intermediate layer situated below it and the carrier plate situated below the intermediate layer.
The invention will be explained in detail below by reference to drawings, which show an embodiment. In the drawings:
The system 1 for fastening a rail S to a fixed bottom support 2 which is formed in the present case by a concrete sleeper (not shown) comprises a base plate 3 made of a plastics material, an intermediate layer 4 made of an elastically yielding material which is to be arranged below the base plate 3, a carrier plate 5 which is to be arranged, below the intermediate layer 4, on the fixed bottom support 2, four eccentric sleeves 6a, 6b, 6c, 6d which have associated with them respective fastening bolts 7a, 7b, 7c, 7d which act as fastening members, two resilient members 8a, 8b, two adapter pieces 9a, 9b, and two clamping bolts 10a, 10b.
Seen in plan, the base plate 3 made of plastics material is of an elongated bone-like shape. Its outer regions 3a, 3b which adjoin respective ones of its narrow sides are of a considerably greater width B in this case, measured in the direction of the longitudinal extent L of the rail S which is to be fastened in place, than its central region, the change in the width B from the narrower central region to the adjoining wide lateral regions 3a, 3b taking place along a continuous step-free path.
In the central region, there is formed or moulded on the upper side O of the base plate 3 a supporting surface 3c which extends in the longitudinal direction L, which extends across whatever is the width B of the narrower central region of the base plate 3 in the given case, and which is bounded laterally relative to the narrow sides of the base plate 3 by respective shoulders 3d, 3e.
A dovetail-like projection 3f which projects towards the shoulder 3d, 3e situated opposite is formed on each of the faces for contact of the shoulders 3e, 3d, which faces for contact are associated with the supporting surface 3c. By a recess of complementary shape, respective ones of the adapter pieces 9a, 9b may be fitted onto this projection 3f in order, if required, to bridge a gap between the latter and the foot F of the rail S which is placed on the supporting surface 3c and in this way to ensure secure and reliable lateral guidance for the rail S.
Formed or moulded in the shoulders 3d, 3e, in a position which is closely adjacent to the supporting surface 3c and central relative to the extent of the shoulders in the longitudinal direction L, are respective through-openings 3g, 3h which run from the upper side O of the base plate 3 to its underside U. Inserted through the through-openings 3g, 3h from the underside U of the base plate 3 are respective clamping bolts 10a, 10b which are configured after the fashion of a conventional hexagon-head bolt. The heads 10c of the clamping bolts 10a, 10b are seated in this case in respective receptacles 3i, 3j which are formed or moulded in the underside U of the base plate 3 and which are arranged in the region of the mouths of respective ones of the through-openings 3g, 3h.
The receptacles 3i, 3j are each surrounded by a circumferential wall 3k which is integrally connected to the base plate 3. In their respective circumferential surfaces associated with the receptacles 3i, 3j, there are formed on the circumferential walls 3k six faces for contact 3l which are distributed at equal angular intervals around the centres of the respective receptacles 3i, 3j and the length La of each of which, measured in the circumferential direction of the respective receptacles 3i, 3j, is less than half the length Ls of the side-faces 10d of the bolt head 10c. Formed or moulded in the given circumferential wall 3k between each pair of adjacent faces for contact 3l is a recess 3m which recedes into the circumferential wall 3k relative to the faces for contact 3l. In the circumferential wall 3k, there is formed or moulded in addition in this case, adjacent to one of the faces for contact 3l which define each of the recesses 3m, a load-relieving recess 3n formed after the fashion of a groove, while the recess 3m merges into the other face for contact which defines it at a relatively shallow angle.
The regular distribution of the faces for contact 3l, recesses 3m and load-relieving recesses 3n belonging to the respective receptacles 3i, 3j, and their position and dimensions, are selected in such a way that, in the fully installed position (
In the same way, in the region of the recesses 3m there is no contact between the bolt head 10c and the given circumferential wall 3k, which means that it is only the faces for contact 3l which receive the torques acting on the bolt head 10c during installation and in practical operation. The bolt head 10c is prevented from cutting into the material of the circumferential wall 3k in the region of its edges 10e in this way, and any damage to or destruction of the circumferential wall 3k as a result of overloading is also prevented.
The base plate 3 is therefore able to withstand without any problems the torques which arise when the resilient members 8a, 8b, which take the form of a conventional ω-shaped clamping clip, are being braced. For the resilient members 8a, 8b to be braced, they are placed on the base plate 3 in such a way that the threaded shanks of the clamping bolts 10a, 10b respectively associated with them pass through the centre loops of the resilient members 8a and 8b respectively and the free resilient arms of the resilient members 8a, 8b rest on the foot F of the rail. Then, by means of nuts 12 which are screwed onto the respective threaded shanks, the centre loops of the resilient members 8a, 8b are pressed towards the base plate 3 until an adequate hold-down force is exerted on the foot F of the rail.
In the region of each of its corners, there is formed or moulded in the base plate 3 an opening 3o for a sleeve which runs from the upper side O of the base plate 3 to its underside U.
Seated in each of the four openings 3o for sleeves is one of the eccentric sleeves 6a-6d which are produced from a sufficiently strong material which is able to slide well when paired with the material of the base plate 3. These eccentric sleeves 6a-6d have a through-opening 6e which is eccentrically arranged relative to the centre axis Me of the given eccentric sleeve 6a-6d. Formed on the outer circumferential surface of each of the eccentric sleeves 6a-6d is a narrow indexable projection 6f whose axis extends parallel to the centre axis Me and which extends for the full height He of each of the eccentric sleeves 6a-6d. The eccentric sleeves 6a-6d are designed in this case to act as hold-down sleeves, for which purpose they have, at their upper edge associated with the upper side O of the base plate 3, a projection 6g which extends round in a circle after the fashion of a collar. In the fully installed state, the projection 6g from the eccentric sleeves 6a-6d bears against the upper side O of the base plate 3.
The four openings 3o for sleeves are each surrounded by a circumferential wall 3p which is formed by the plastics material of the base plate 3. Formed or moulded in the circumferential wall 3p at irregular angular intervals α are markers for indexing 3q which take the form of grooves, and whose axes extend parallel to the centre axis Mh of the given opening 3o for a sleeve, and whose shape is complementary to that of the indexable projection 6f which is formed on each of the eccentric sleeves 6a-6d.
The markers for indexing 3q and the openings 3o for sleeves are each so designed in this case that the eccentric sleeves 6a-6d respectively associated with them are guided in them by their indexable projections 6f as a sliding fit and with positive-fit, in such a way that the position in rotation of the eccentric sleeves 6a-6d in the openings 3o for sleeves associated with them is fixed but at the same time a relative movement between the base plate 3 and the given sleeve 6a-6d directed in the direction defined by the centre axis Me is possible without any problems.
When the system 1 is being installed, one of the fastening bolts 7a-7d is inserted through the through-opening 6e in each of the eccentric sleeves 6a-6d and is screwed into the anchor 11 of plastics material which is inset into the fixed bottom support 2. In this way, the fastening bolts 7a-7d each create an axis of rotation about which the eccentric sleeve 6a-6d associated with them can be adjusted in rotation. Taking into account the eccentricity of the axis of rotation which is created in this way relative to the centre axis Mh of the given opening 3o for a sleeve, the angular intervals α between the markers for indexing 3q are of a size such that, when the base plate 3 is fully installed, each adjustment in rotation between two markers for indexing involves a displacement of the base plate 3 in a direction at right angles to the longitudinal extent of the rail S by a distance which is always of the same size. In this way, the angular intervals α may for example be so designed that each adjustment in rotation of the eccentric sleeves 6a-6d displaces the base plate 3 by one millimetre to allow the track gauge to be adjusted.
Integrally formed or moulded on the base plate 3, to extend round the edge of the base plate 3, is an apron-like projection 3r which points away from the underside U. The projection 3r acts as a stop for movements directed towards the fixed bottom support 2 which the base plate 3 makes when a railway vehicle (not shown) travels along the rail S standing on it.
Formed or moulded into the base plate 3, in that region of the underside U which is not occupied by the openings 3o for sleeves and their circumferential walls 3q or by the receptacles 3i, 3j, is a stiffening structure 3s which is formed by ribs 3t which intersect at right angles and by depressions 3u which are arranged between them. The depressions 3u are filled in this case with a moulding material T which is lightweight but dimensionally stable. The filling T of moulding material terminates in this case substantially flush with the free top of the ribs 3t or projects beyond the top of the ribs for a distance of, typically, at least 2 mm, and there are thus no longer any sharp protruding edges of the ribs 3t.
So that the rail S is also supported elastically directly against the base plate 3, an elastic layer 3v which is composed of a permanently elastic plastics material is sprayed onto the supporting surface 3c. Alternatively, it is also possible for the elastic layer 3v to be formed by a pre-manufactured pad of elastic material which is placed down on the supporting surface 3c and which is in particular adhesively bonded thereto.
When seen in plan, the elastic intermediate layer 4 is of a shape which corresponds to the area occupied by the stiffening structure 3. When the system 1 is in the fully installed state, the stiffening structure 3 therefore completely covers the intermediate layer 4. This being so, even under the load applied by a railway vehicle travelling along the rail S, the filling T of filling material which is present in the depressions 3u of the stiffening structure 3s ensures that the ribs 3t of the stiffening structure 3s do not cut into the intermediate layer 4. Instead, the base plate 3 is always supported on the elastic intermediate layer 4 over such a large area that an optimum resilient action is maintained in the long term.
The thin carrier plate 5 which rests on the fixed bottom support 2 serves to protect the elastic intermediate layer against abrasive wear and dirt and ensures that there is an even surface for it to rest on. To secure the elastic intermediate layer in place on the carrier plate 5, a projection 5a which follows the outline shape of the elastic layer forms, on the upper side of the carrier plate 5, which upper side is associated with the base plate 3, a receptacle in which, when the system 1 is fully installed, the intermediate layer 4 is seated in positive-fit. In addition, the projection 5a also acts in this case as a stop which sets a limit to the movements of the base plate 3 directed towards the fixed bottom support 2 and which prevents any excessive compression of the elastic intermediate layer 4.
The elastic intermediate layer 4 is also protected against being too highly compressed when being installed by the fact that the height He of the eccentric sleeves 6a-6d, which are designed to act as hold-down sleeves and which stand on the carrier plate 5 in the fully installed state, is selected to be such that the base plate 3 is only pressed against the elastic intermediate layer 4 with a defined force even when the fastening bolts 7a-7d are fully tightened. If the force concerned is to be very low, the height He of an eccentric sleeve is selected to be one which corresponds to the thickness of the base plate 3 in the region of the openings 3o for sleeves plus the thickness of the elastic layer in the relaxed installed state, less the thickness of the projection 6g.
| Number | Date | Country | Kind |
|---|---|---|---|
| 10 2009 041 848.2 | Sep 2009 | DE | national |
