AU2006212686A1

AU2006212686A1 - Level crossing

Info

Publication number: AU2006212686A1
Application number: AU2006212686A
Authority: AU
Inventors: Bernhard Neumann
Original assignee: Gmundner Fertigteile GmbH and Co KG
Current assignee: Gmundner Fertigteile GmbH and Co KG
Priority date: 2005-02-09
Filing date: 2006-02-02
Publication date: 2006-08-17
Anticipated expiration: 2026-02-02
Also published as: SI1846617T1; CN101115881B; ATE418647T1; DK1846617T3; EP1846617A1; KR20070114355A; HRP20090145T3; CN101115881A; RS50723B; ES2317485T3; CA2596899C; DE502006002433D1; PT1846617E; WO2006084297A1; TNSN07243A1; AT8456U1; CA2596899A1; MA29251B1; EP1846617B1; PL1846617T3

Description

VERIFICATION OF TRANSLATION 1, Kerstin Kiss, of Riemergasse 14, A-1010 Vienna, Austria state the following: 1. That I am fluent in both the English and German languages and capable of translating documents from one into the other of these languages. 2. That the attached document is a true and accurate translation made by me to the best of my knowledge and belief of: a) The description and claims of International Application No. PCT/AT2006/000041 I state that all statements made herein of my own knowledge are true and that all statements made on information and belief are believed to be true. Signature: eK \&SS Date: 18 June 2007 - 1 Level Railway Crossing The invention relates to a level railway crossing extending over one or more tracks, which comprise transverse sleepers for mounting the rails of the respective track, which railway cross ing includes a traffic surface which can be driven over and which is formed by cover elements, wherein said cover elements at their rims facing the rails rest only on the respective rails, and cover elements arranged between two rails of a re spective track self-supportingly bridge the space present between these rails from rail to rail, and wherein cover ele ments are provided to outwardly adjoin the rails of the respect ive track or of the respective tracks, which on their rail-side rim rest on the respective rail, and at their side which faces away from this rail rest on bases. By the special design of the support of the cover elements it is achieved in railway crossings of the aforementioned type that the cover slabs do not have a direct influence on the car rying structure of the rails, whereby a detrimental influence by the coverage on the elastic behaviour of the tracks is largely avoided. Thus, in particular, a detrimental influence on a sub structure of ballast serving as an elastic track foundation is averted, and in this way it is also avoided that in the region of such railway crossings, the tracks will have elastic proper ties different from those prevailing at track portions located externally of the railway crossings. During braking and accelerating operations as well as during steering movements, road vehicles exert great forces on the cov er elements over which they drive in the region of railway crossings, which forces, in combination with the loads exerted by the road vehicles and in combination with the dead weight of the cover elements, are transmitted to the rails of the tracks. By this, the rails are subjected to a substantial bending stress in both, vertical and horizontal directions. Forces acting hori zontally and transversely to the rail direction seek to shift the track horizontally, yet these forces being counteracted by the frictional forces between sleepers and substructure, on the one hand, and by the bending stress of the rails, on the other hand. It is an object of the present invention to provide a level - 2 railway crossing of the initially defined type, which is of simple construction and which can be constructed at many loca tions without any problems, and in which a good stability of the position of the track and a bending stress of the rails as slight as possible can be achieved. The level railway crossing designed according to the inven tion and of the initially defined type is characterised in that the rails of the track, or tracks, respectively, on which the cover elements provided in the region of the railway crossing rest by means of their rims facing the rails, in the region of said railway crossing are mounted on and fastened to supporting beams extending along the rails underneath the latter, wherein the supporting beams associated to the two rails of the respect ive track are interconnected by transverse webs, and the sup porting beams in turn rest on a substructure, and the rails only externally of the region of said railway crossing are mounted on the transverse sleepers. By this design, the previously indic ated objective can well be met. The supporting beams on which the rails are mounted are capable of accommodating a substantial portion of the bending loads caused by the forces that are transferred to the rails by the cover elements, and by said sup porting beams these forces are transmitted to the substructure distributed over a comparatively long portion of the track, which, in combination with the stiffness inherent in the sup porting beams, results in a very good stability of the position of the track. Substantial importance is also to be attributed to the combination effect resulting from the fact that the cover elements which each self-supportingly bridge regions of the track rest on the rails, and from the fact that the rails are mounted on and fastened to the longitudinally extending support ing beams which, in turn, rest on a substructure. After a remov al of the cover elements, there is also a good access to the substructure, on which the supporting beams rest so that main tenance work on this substructure can be carried out in a simple manner. By connecting the supporting beams, associated with the two rails of a track, by means of transverse webs, the construc tion work carried out when providing a railway crossing designed according to the invention is facilitated, and the stability of the gauge of the track in the region of the railway crossing is ensured in a simple manner; furthermore, these transverse webs - 3 also have the effect that a large portion of the forces trans mitted from the cover elements to the track are always transmit ted by both supporting beams to the substructure, even if a substantial portion of the force transmission changes from one rail of the track to the other rail of the track when a railway crossing is passed over by vehicles; this equalization of the force transmission to the substructure effected by the trans verse webs assists in stabilizing the position of the track in the region of the railway crossing. Preferably, it is provided for the supporting beams in turn to be mounted on a substructure of ballast. This design is fa vourable for an adaptation of the elastic behaviour of the track in the region of the railway crossing to the elastic behaviour of the track path assembled with transverse sleepers. In this connection, it may be mentioned that the elastic behaviour of a track has a substantial influence on the dynamic driving proper ties of vehicles. Also other designs of the substructure may be provided, e.g. by the supporting beams resting on a subgrade, wherein this subgrade may also be levelled out by a thin layer of gravel or the like. Furthermore, an advantageous embodiment of the railway crossing designed according to the invention res ults if the supporting beams are provided with a pressure-de formable layer on their bottom side. By this, a good, solid seating of the supporting beams on the substructure is achieved, wherein tolerances of the substructure can be levelled out, and also the resistance against shifting of the supporting beams re lative to the substructure is improved. A suitable further de velopment of this embodiment is characterised in that the pressure-deformable layer with which the supporting beams are provided at their bottom side, is a pressure-elastic layer. By this, the seat of the supporting beams on the substructure is further improved, and also damping of the impact sound is achieved which is caused by vehicles passing over the area of the railway crossing, and the pressure-elastic layer also allows for an automatic levelling out of irregular settlings in the substructure. One advantageous embodiment in this respect is characterised in that the pressure-elastic layer is formed of an elastomer. An advantageous embodiment of a railway crossing according to the invention, in which the supporting beams are provided - 4 with a pressure-deformable layer at their bottom side, is char acterised in that the pressure-deformable layer is foamed. In this manner, on the bottom side of the supporting beams a pres sure-deformable layer can be formed with comparatively little material expenditure, which layer adapts snugly to the substruc ture, has good equalizing properties with regard to substructure tolerances, and good damping properties with regard to impact sound. It is furthermore advantageous if it is provided that the supporting beams, viewed in the rail longitudinal direction, ex tend to beyond the rims of the traffic surface that extend transversely to the rail longitudinal direction. Thus, with re gard to the track properties, particularly with regard to the dynamic properties of the track, a smooth connection to the track path located externally of the railway crossing can be achieved very easily. It is furthermore suitable if it is provided for the sup porting beams arranged underneath the individual rails of the respective track to be formed by several supporting beam parts which are consecutively arranged in the rail longitudinal direc tion and interconnected. This has advantages with regard to the transportation of the supporting beams provided for a railway crossing and with regard to the handling of these supporting beams when constructing the railway crossing, and furthermore, it is advantageous that the connection of the consecutively ar ranged and interconnected supporting beam parts protects the rails from stress at the sites of transition of a respective one supporting beam part to the consecutive supporting beam part, which stress could result from a movement of the supporting beam parts relative to each other. The invention will be explained hereinafter in more detail with reference to exemplary embodiments which are schematically illustrated in the drawings. In the drawings, Fig. 1 shows a top view onto a track with a part of a rail way crossing which traverses this track, and which constitutes an exemplary embodiment of the invention; Fig. 2 shows this embodiment of a railway crossing in a sec tion according to line II-II of Fig. 1; Figs. 3 and 4 show modified embodiments of a railway cross ing designed according to the invention, in sectional represent- - 5 ations corresponding to Fig. 2; and Fig. 5 shows a top view of an embodiment of a railway cross ing designed according to the invention, which is modified with regard to the supporting beams and extends over two tracks. The railway crossing 1 illustrated in Figs. 1 and 2 leads across a track 2 and has a traffic surface 4 formed of cover elements 6, 7. On both sides of the track, the traffic surface 4 is followed by road surfaces 5. The cover elements 6 are ar ranged between the rails 10, 11 of the track 2, and the cover elements 7 are arranged to adjoin the rails 10, 11 of the track outwardly. The cover elements 6, 7 rest at their rims 8, 9 which face the rails 10, 11, only on the rails 10, 11 of the track 2 with elastomer sections 8a, 9a interposed. The cover elements 6 arranged between the rails 10, 11 of the track 2 self-support ingly bridge the space 12 present between the rails 10, 11 from rail to rail; the cover elements 7 outwardly adjoining the rails 10, 11 each rest on the respective rails 10, 11 with their rail-side rim 9 via interposed elastomer sections 9a, and with their side 13 that faces away from the respective rail they rest on bases 14. In the region of the railway crossing 1, the rails 10, 11 of the track 2 are mounted on supporting beams 15, 16 arranged un derneath the rails 10, 11 so as to extend along said rails 10, 11. The rails 10, 11 are connected to the supporting beams 15, 16 by means of rail fastening elements 17. The supporting beams 15, 16 associated to the two rails 10, 11 of the track are in terconnected by transverse webs 18, and the supporting beams 15, 16 in turn rest on a substructure formed of ballast 19 in this exemplary embodiment. Externally of the region of the railway crossing 1, the rails 10, 11 of the track 2 are mounted on transverse sleepers 20 which in turn are laid on a substructure of ballast 21. The supporting beams 15, 16 may end at the lateral rims 22 of the traffic surface 4. Yet, to provide for an improved load distribution, and to provide for uniformity of the dynamic prop erties of the track in the region of the railway crossing 1, on the one hand, and in the region of the track paths following said railway crossing 1, on the other hand, it is suitable if, viewed in the rail longitudinal direction 23, the supporting beams 15, 16, as is illustrated in Fig. 1, extend to beyond the - 6 lateral rims 22 of the traffic surface 4, which lateral rims 22 extend transversely to the rail longitudinal direction. In the embodiment illustrated in Fig. 3, the supporting beams 15, 16 that extend underneath the rails 10, 11 are mounted on a subgrade 24 whose upper side is levelled out and stabilized by a gravel layer 25. In the embodiment illustrated in Fig. 4, the supporting beams 15, 16 arranged underneath the rails 10, 11 are provided with a pressure-deformable layer 27 on their bottom side 26, which layer 27 rests on the substructure realized in the form of a substructure of ballast 19. Due to the deformability of the layer 27, this layer snugly adapts to the irregular upper side of the substructure of ballast 19, and in this manner a particu larly good adherence of the supporting beams 15, 16 on the sub structure of ballast 19 is achieved, which prevents an undesired lateral shifting of the supporting beams 15, 16, and also an equalization of shape tolerances of the upper side of the sub structure of ballast 19 is achieved. The pressure-deformable layer 27 may, e.g., have a thickness of one or more centimeters. In most cases it is advantageous if the pressure-deformable lay er 27 is a pressure-elastic layer, it being suitable to form such a pressure-elastic layer by an elastomer. In the interest of little material expenditures and in the interest of little construction efforts, it is suitable for the pressure-deformable layer 27 to be a foamed layer, such an embodiment also being suitable for obtaining a good adherence of the supporting beams 15, 16 on the substructure, or on a ballast 19, respectively, and also for achieving good damping of impact sound which forms when the railway crossing is driven on. The railway crossing illustrated in Fig. 5 leads across two tracks 2, 3 extending side by side. The traffic surface 4 of this railway crossing 1 is formed by cover elements 6, 7, with the cover elements 6 arranged between the rails 10, 11 of track 2 and between the rails 10, 11 of track 3 resting only on these rails 10, 11, self-supportingly bridging from rail to rail the space present between the rails 10, 11 in each one of these tracks. The cover elements 7 are arranged to outwardly adjoin the rails of the tracks 2, 3, and with their rims 9 that face the rails 10, 11, they rest on these rails 10, 11, and with their side 13 facing away from the respective rail 10, 11, they rest on bases 14. Externally of the region of the railway cross ing 1, the rails 10, 11 of the tracks 2, 3 are mounted on trans verse sleepers 20 which in turn rest on a substructure of ballast 21. The supporting beams which, in the region of the railway crossing 1, are arranged underneath the individual rails 10, 11, are formed by several supporting beam parts 15a, 15b, 16a, 16b consecutively arranged in the rail longitudinal direc tion 23 and interconnected. The connection of the supporting beam parts 15a, 15b, on the one hand, and 16a, 16b, on the other hand, is effected by means of fishplates 28 made visible by a broken-up illustration of the cover elements. In analogy to the embodiment according to Figs. 1 and 2, the supporting beams formed in this manner extend, viewed in the rail longitudinal direction 23, to beyond the rims 22 of the traffic surface 4. In analogy to the example according to Figs. 1 and 2, also in this case the supporting beams formed by the supporting beam parts 15a, 15b, 16a, 16b rest on a substructure of ballast 19, and the transverse sleepers 20 rest on a substructure of ballast 21, yet if desired, also in this instance a different base carrying the supporting beams, on the one hand, and the transverse sleepers, on the other hand, can be chosen, such as a subgrade, e.g..

Claims

1. A level railway crossing (1) extending over one or more tracks (2, 3), which tracks comprise transverse sleepers (20) for mounting the rails (10, 11) of the respective track (2, 3), which railway crossing includes a traffic surface (4) which can be driven over and which is formed by cover elements(6, 7), wherein said cover elements at their rims (8, 9) facing the rails rest only on the respective rails (10, 11), and cover ele ments (6) arranged between two rails of a respective track self supportingly bridge the space (12) present between these rails (10, 11) from rail to rail, and wherein cover elements (7) are provided to outwardly adjoin the rails (10, 11) of the respect ive track (2, 3) or of the respective tracks (2, 3), which cover elements (7), on their rail-side rim (9), rest on the respective rail (10, 11) and, at their side (13) which faces away from this rail, rest on bases (14), characterised in that the rails (10, 11) of the track (2, 3), or tracks (2, 3), respectively, on which the cover elements provided in the region of the railway crossing rest via their rims facing the rails, in the region of said railway crossing (1) are mounted on and fastened to sup porting beams (15, 16; 15a, 15b, 16a, 16b) which extend along the rails (10, 11) underneath the latter, wherein the supporting beams associated to the two rails (10, 11) of the respective track (2, 3) are interconnected by transverse webs (18), and the supporting beams in turn rest on a substructure (19), and the rails only externally of the region of the railway crossing (1) are mounted on said transverse sleepers (20).

2. A level railway crossing according to claim 1, character ised in that the supporting beams (15, 16; 15a, 15b, 16a, 16b) in turn are mounted on a substructure of ballast (19).

3. A level railway crossing according to claim 1 or 2, charac terised in that the supporting beams (15, 16; 15a, 15b, 16a, 16b) are provided with a pressure-deformable layer (27) on their bottom side.

4. A level railway crossing according to claim 3, character ised in that the pressure-deformable layer (22) with which the - 9 supporting beams (15, 16; 15a, 15b, 16a, 16b) are provided on their bottom side, is a pressure-elastic layer.

5. A level railway crossing according to claim 4, character ised in that the pressure-deformable, pressure-elastic layer (27) is formed of an elastomer.

6. A level railway crossing according to any one of claims 3 to 5, characterised in that the pressure-deformable layer (27) is foamed.

7. A level railway crossing according to any one of the pre ceding claims, characterised in that the supporting beams (15, 16; 15a, 15b, 16a, 16b), viewed in the rail longitudinal direc tion (23), extend to beyond the rims (22) of the traffic surface (4) that extend transversely to the rail longitudinal direction.

8. A level railway crossing according to any one of the pre ceding claims, characterised in that the supporting beams ar ranged underneath the individual rails (10, 11) of the respective track (2, 3) are formed by several supporting beam parts (15a, 15b, 16a, 16b) which are consecutively arranged in the rail longitudinal direction (23) and interconnected.