Device for forming a level crossing

Abstract

A device for setting up a level crossing for crossing a track section having two rails, comprising one or more mouldings forming at least one part of a traffic surface of the railway crossing across the rails, and at least one moulding holder fixable to one of the two rails, wherein the moulding(s) is/(are) detachably attachable to at least one of the two rails by means of the moulding holder, wherein the moulding holder comprises two holding clamps fixable to the rail in juxtaposition to each other on both sides of the rail, and wherein the two holding clamps can be braced to each other such as to clamp the rail foot between the two holding clamps.

Claims

1. A device for setting up a railway crossing to cross a railway track forming a driving surface for rail vehicles, the railway crossing forming a traffic surface for motorized and/or non-motorized road users, so that the road users can cross the railway track over the railway crossing, wherein the railway track comprises two rails, each having a rail foot, a rail head and a rail web interconnecting the rail head and the rail foot, comprising: one or more mouldings forming at least one part of the traffic surface of the railway crossing across the rails, and at least one moulding holder fixable to one of the two rails of the railway track forming the driving surface for the rail vehicles, wherein the moulding(s) is/(are) detachably attachable, by means of the moulding holder, to at least one of the two rails of the railway track forming the driving surface for the rail vehicles, wherein the moulding holder comprises two holding clamps fixable to the rail in juxtaposition to each other on both sides of the rail, and wherein the two holding clamps can be braced to each other to clamp the rail foot between the two holding clamps.

2. A device according to claim 1, wherein the moulding(s) is/(are) locked to the moulding holder in a direction along a perpendicular direction, in order to secure the moulding(s) from lifting upward.

3. A device according to claim 1, wherein the moulding(s) is/(are) locked at the moulding holder in a direction transverse to the vertical direction and transverse to the track section, in order to secure the moulding(s) against a horizontal removal from the rail.

4. A device according to claim 1, wherein the moulding(s) has/(have) a longitudinal channel along the track section, wherein an oblong securing device extends through the longitudinal channel along the track section and is locked on the moulding holder in a direction along a perpendicular line and/or in a direction transverse to the perpendicular line and transverse to the track section, in particular, by engaging the oblong securing device on the moulding holder.

5. A device according to claim 1, wherein the moulding(s) can be fixed on the rail on both sides of the rail by means of respective ones of the holding clamps of the moulding holder.

6. A device according to claim 1, wherein the two holding clamps of the moulding holder clasp the rail foot of the rail by means of a clamping bolt running below the rail foot transversely to the rail.

7. A device according to claim 1, wherein the moulding(s) include a total of at least three mouldings and two moulding holders, wherein the two moulding holders are fastened on both rails and wherein one of the mouldings is arranged between the two rails and is fixed by means of the two moulding holders on both rails, and wherein two of the mouldings abut outer sides of the two rails and are fixed by means of the two moulding holders on the two rails.

8. A device according to claim 1, wherein first and second groups of mouldings abutting outer sides of the two rails and a third group of mouldings arranged between the rails are included, wherein the mouldings of the first, second, and third groups extend abutting one another along the rails, so that the first, third and second groups of mouldings form in a two-dimensional space, the traffic surface of the railway crossing across the rails.

9. A device for setting up a railway crossing to cross a railway track, particularly a traffic surface for motorized and/or non-motorized road users, so that the road users can cross a track section over the railway crossing, wherein the track section comprises two rails, each having a rail foot, a rail head and the rail web interconnecting the rail head and the rail foot, comprising: one or more mouldings forming at least one part of the traffic surface of the railway crossing across the rails, either at least one moulding holder fixable to one of the two rails or at least one transverse bore through the rail web of at least one of the two rails, wherein the moulding(s) is/(are) detachably attachable to at least one of the two rails, either by means of the moulding holder or by means of the transverse bore, wherein first and second groups of mouldings abutting outer sides of the two rails and a third group of mouldings arranged between the rails are included, wherein the mouldings of the first, second, and third groups extend abutting one another along the rails, so that the first, third and second groups of mouldings form in a two-dimensional space, the traffic surface of the railway crossing across the rails, and wherein the mouldings of at least one of the groups show a same longitudinal channel, so that an oblong securing device extends through the longitudinal channel of all mouldings of this group and is locked at the moulding holder in a direction along a perpendicular direction, in order to secure this group of mouldings from lifting upward.

10. A device according to claim 1, wherein the moulding(s) is/(are) supported on the rail foot of the respective rail.

11. A device according to claim 1, wherein the moulding(s) has/(have) recesses at the bottom for rail foot fasteners and at least one recess for the moulding holder.

12. A device for setting up a railway crossing to cross a railway track, particularly a traffic surface for motorized and/or non-motorized road users, so that the road users can cross a track section over the railway crossing, wherein the track section comprises two rails, each having a rail foot, a rail head and the rail web interconnecting the rail head and the rail foot, comprising: one or more mouldings forming at least one part of the traffic surface of the railway crossing across the rails, either at least one moulding holder fixable to one of the two rails or at least one transverse bore through the rail web of at least one of the two rails, wherein the moulding(s) is/(are) detachably attachable to at least one of the two rails, either by means of the moulding holder or by means of the transverse bore, wherein the moulding(s) has/(have) recesses at the bottom for rail foot fasteners and at least one recess for the moulding holder, and wherein the recesses for the rail foot fasteners and/or said at least one recess for the moulding holder are not continuous, but discretely formed along the track section, so that the moulding(s) extends/(extend) between the recesses in one piece up to the rail foot and are supported on the associated rail.

13. A device according to claim 11, wherein at least one recess is designed for the moulding holder fitting exactly to the shape of the moulding holder, in order to lock the respective moulding to the moulding holder along the track section, when the respective moulding is fixed to the rail.

14. A device according to claim 1, wherein the moulding(s) does/(do) not engage a rail chamber formed between said rail head and the rail foot and does not fill the rail chamber, so that the moulding(s) can be lowered during installation vertically from top down to the rail foot without having to be threaded into the rail chamber.

15. A device according to claim 1, wherein at least one filler block element is included, which fills a rail chamber formed between the rail head and the rail foot and wherein the mouldings with their narrow sides facing the rails are supported at the at least one filler block element.

16. A device according to claim 1, wherein the moulding(s) are manufactured from rubber-elastic material, in particular bonded rubber granules or vulcanized rubber, wood, concrete, asphalt, or combination of them.

17. A method of constructing a railway crossing by incorporating a device, in particular according to claim 1, comprising: a. providing the one or more mouldings and the at least one moulding holder, b. mounting the moulding holder on one of the two rails, c. placing the moulding between the two rails or abutting one of outer sides of the two rails, in order to form at least a portion of the traffic surface of the railway crossing across the rails, d. detachably fixing the moulding on the rail by means of the moulding holder.

18. A method according to claim 17, comprising: a. providing at least three mouldings and at least two moulding holders, b. fastening the two moulding holders respectively on the two rails, c. placing one of the mouldings between the two rails and releasably fixing this moulding by means of the two moulding holders on two rails, and d. placing two of the mouldings each abutting one of outer sides of the two rails and detachably fixing the two mouldings in each case by means of one of the two moulding holders on one of the two rails.

19. A rail track crossing apparatus, comprising: a moulding holder including holding clamps having rail-foot base grip sections configured to rest on an underside of a rail foot of a rail, and clamping bolt guides, and a clamping bolt configured to transversely extend through the clamping bolt guides of the holding clamps beneath the rail foot; a securing bar configured to longitudinally extend through upper portions of the holding clamps; and a moulding including a longitudinal channel and configured to receive the securing bar therein.

Description

BRIEF DESCRIPTION OF THE FIGURES

(1) It shows:

(2) FIG. 1: a perspective view of a track section with partially set up railroad crossing,

(3) FIG. 2: a perspective detail view of a railroad crossing in the region of a rail,

(4) FIG. 3: two sectional views of a railway crossing in the region of a rail,

(5) FIG. 4: various views of an intermediate rail moulding,

(6) FIG. 4a: a perspective view,

(7) FIG. 4b: a lateral view on a narrow side 20a,

(8) FIG. 4c: a lateral view of an end face 20b,

(9) FIG. 4d: plan view and

(10) FIGS. 4e and 4f: sections of FIG. 4d labelled planes C-C or G-G,

(11) FIG. 5: various views of a rail outer side moulding,

(12) FIG. 5a: a perspective view,

(13) FIG. 5b: a lateral view of a narrow side 30a,

(14) FIG. 5c: lateral view of an end face 30b,

(15) FIG. 5d: plan view and

(16) FIGS. 5e and 5f: sections of the planes D-D and F-F labelled in FIG. 5d,

(17) FIG. 6: various views of a filler block element,

(18) FIG. 6a: a perspective view,

(19) FIG. 6b: a lateral view of the rail facing away from side 22c,

(20) FIG. 6c: lateral view of the end face 22b and

(21) FIG. 6d: a sectional view of the plane E-E marked E in FIG. 6b,

(22) FIG. 7: various views of a support block.

(23) FIG. 7a a perspective view,

(24) FIGS. 7b and 7c lateral views and

(25) FIG. 7d: a plan view,

(26) FIG. 8: various views of a threaded insert,

(27) FIG. 8a: a perspective view and FIGS. 8b, 8c and 8d are lateral views.

(28) FIG. 9: an exploded view of a railway crossing, in a further embodiment,

(29) FIG. 10: a sectional view of a railroad crossing in the embodiment of FIG. 9 in the region of a rail,

(30) FIG. 11: a perspective view of an intermediate rail moulding in the embodiment of FIG. 9,

(31) FIG. 12: a perspective view of a track outer-side moulding in the embodiment of FIG. 9,

(32) FIG. 13: perspective views of two filler block elements in the embodiment of FIG. 9,

(33) FIG. 14: various views of a fixing bracket,

(34) FIG. 15: a perspective view of a track section with erected railroad crossing,

(35) FIG. 16: a perspective view of a support block with spacer web in installed state,

(36) FIG. 17: various views of a support block with a spacer web,

(37) FIG. 17a: a perspective view, FIGS. 17b and 17c are lateral views and FIG. 17d a plan view,

(38) FIG. 18: various views of a filler block element in an embodiment adapted to a support block with spacing web,

(39) FIG. 18a: a perspective view, FIG. 18b: a lateral view of the side 22c′″ away from the rail, FIG. 18c: a lateral view of the end face 22b′″, and FIG. 18d: a sectional view of the plane E-E marked in FIG. 18b,

(40) FIG. 19: a sectional view of a railroad crossing in the region of a rail with a support block with spacer web,

(41) FIG. 20: two schematic representations of a moulding with anti-slip surface 20, FIG. 20a: a perspective view, FIG. 20b: a plan view,

(42) FIG. 21: perspective view of a track section with partially erected level crossing in an embodiment comprising base plate mouldings and cover plate mouldings,

(43) FIG. 22: perspective view of a track section with partially erected level crossing in the embodiment of FIG. 21, wherein said moulding is fixed to the rails by means of moulded part holders,

(44) FIG. 23: a detail view of a moulding holder of FIG. 22,

(45) FIG. 24: a sectional view of FIG. 22 in the region of a moulding holder,

(46) FIG. 25: a perspective view from below the moulding holder fixed at the rail,

(47) FIG. 26(a): a lateral view, and (b): a perspective view of a moulded part holder,

(48) FIG. 27: a perspective view of a track section with a railroad crossing in the embodiment of FIG. 21,

(49) FIG. 28: a sectional view of FIG. 27 in the region of a moulding holder,

(50) FIG. 29: a sectional view of FIG. 27 in the region of a bolt of cover plate mouldings having base plates mouldings,

(51) FIG. 30: a perspective view of the track section from FIG. 27, in which only base plates mouldings are installed,

(52) FIG. 31: a perspective bottom view of an arrangement of cover plate mouldings adapted to the built-in base plate mouldings of FIG. 30. FIGS. 1, 2 and 3 show a partially erected railway crossing for crossing a railway track. The railway track includes a pair of rails comprising a first rail 2 and a second rail 2′, each having a rail foot 4, a rail head 6, and a rail web 8 interconnecting the rail head 6 and the rail foot 4. The two rails 2, 2′ are fastened with rail-foot fixing bolts 10 and rail-foot mounting brackets 12, for example Vossloh brackets, on sleepers 14, in the present example of concrete sleepers.

DETAILED DESCRIPTION

(53) As shown in FIG. 1, two similar plate-shaped intermediate-rail mouldings 20 are arranged between the two rails 2, 2′, which are laid contiguously alongside one another along the rails 2, 2′. The intermediate rail mouldings 20 extend transversely to the track each of the first rail 2 to the second rail 2′ and fill the space corresponding to the track width between the two rails substantially completely, although in the region of rail heads 6 lane grooves 24 are available for receiving the wheel flanges of the train wheels. The lane grooves 24 are, in this embodiment, designed as a fold or a groove at the edge between top side and the narrow side 20a lying opposite in the intermediate rail moulding 20. As can be seen in FIG. 3b, the intermediate rail moulding 20 rest on both rails 2, 2′, in which the latter are supported on the rail feet 4 and contact the rail heads 6 in a linear fashion. The intermediate rail mouldings 20 are supported accordingly on the rail feet 4 of both rails 2, 2′. The intermediate-rail mouldings 20 themselves do not fill out the rail chambers formed between the rail heads 6 and rail feet 4 laterally of the rail webs 8, and do not rest on the rail web 8. Thus, the intermediate rail mouldings 20 can be inserted from top nearly distortion-free and pulled up again during dismantling.

(54) The rail chambers are filled out in the illustrated embodiment with custom-fit filler block elements 22. The intermediate rail mouldings 20 rest on the respective filler block elements 20 with their narrow sides 20a facing the rails 2, 2′ (see FIG. 4).

(55) FIG. 2 further shows a first plate-shaped track outer-side moulding 30 (not shown in FIG. 1), which borders the outer side 3 of the rail 2. FIGS. 1 and 3 show a second plate-shaped track outer-side moulding 32, which is adjacent to the outer side 3′ of track 2′. The rail outer side mouldings 30, 32 rest on the respective rails 2 or 2′, in which these are supported on the rail feet 4 (the sections cannot be seen in FIGS. 3a and 3b) and touch upon the rail heads 6 from the external surface. The track outer-side mouldings 30, 32 are based on rail foot 4 of the adjacent rail. The rail chambers are again not filled by the track outer-side mouldings 30, 32, but by the filler block elements 22. In the example shown filler block element 22 are identical parts for the insides and outsides of the rails. But different filler block elements can be provided for.

(56) As from the sectional view in FIG. 3b, it can be deduced that the cross bores 26 are present through the rail webs 8. In the example of FIG. 1, a plurality of cross bores 26 are located through the rail web 8 of each of the two rails 2, 2′, which with respect to the longitudinal direction of the rails are arranged between the sleepers or a rail-foot securing device. In each of the rail webs 8 of the two rails 2, 2′, the cross bores 26 are located in the direction of the track at the same positions. Thus, equal number of cross bores 26 are foreseen for crossing in each of the two rail webs 8.

(57) Through the cross bores 26 the fastening bolts 27 extend perpendicular to the rail direction. The fastening bolts 27 are firmly tightened in the assembled state in horizontal threaded inserts 28 (see also FIG. 8), which are incorporated on the narrow sides 20a within the intermediate-rail mouldings 20 and thus face the inner sides of the rails 2, 2′. In doing so, the intermediate-rail mouldings 20 are each detachably but firmly bolted to two rails 2, 2′. The intermediate-rail mouldings are therefore fixed in the direction along the rail, in the direction along the perpendicular and in a direction transverse to the track and transverse to the perpendicular without play on the rails 2; 2. The intermediate rail moulding 20 are, therefore, secured to the rails 2, 2′ by means of the fastening bolts 27 and in particular, in that they intervene deep into the rail chamber or engage under the rail head 6. The intermediate-rail mouldings are thus fastened directly to the rails 2, 2′ and not only indirectly by a fixing to the sleepers.

(58) In the illustrated embodiment, under the bolt heads, metallic support block 40 (see also FIG. 7) with support block—cross bores 41 and support block—longitudinal bores 42 are fastened on the fixing bolts 27, in which the fastening bolts 27 extend through the support block—cross bores 41. The support blocks 40 are horizontally braced transverse to the rail against the filler block elements 22, which are disposed in the outer rail chambers of the rails 2, 2′.

(59) At the support blocks 40, the track outer-side mouldings 30, 32 can be indirectly locked to the fastening bolts 27. To this end, securing bars 44 extend longitudinally along the railway track through the support block longitudinal bores 42, as is obvious in FIG. 3b. Further, the securing bars 44 extend longitudinally along the track section through the longitudinal channels 34 (see also FIG. 5) of the rail outer side mouldings 30, 32, as shown in FIG. 3a. Referring to FIG. 3a in the longitudinal channels 34 of the track outer-side mouldings 30, 32, hollow tubes 36 are encased, in order to ensure a precise guide to the securing bars 44. In this way, the track outer-side mouldings 30, 32 are locked directly to the support blocks 40. The track outer-side mouldings 30, 32 are thus locked indirectly to the fastening bolts 27 in a direction along the perpendicular, so as to secure the mouldings 30, 32 against being lifted out upward. The track outer-side mouldings 30, 32 are thus locked indirectly on the respective fastening elements 27 in a direction transverse to the vertical and transverse to the railway track section, in order to secure against a horizontal removal away from the rail. The track outer-side mouldings 30, 32 are locked in this example by means of the securing bars 44, not longitudinal to the track path.

(60) As shown in FIG. 3b, the cross bores 26 with respect to the height of the rail 2′ extend in the lower area of the rail web 8. In the embodiment as shown, this results in the fact that the securing rods 44 and thus the longitudinal channels 34 of the mouldings 30, 32 are spaced from the bottom and top of the mouldings 30, 32, preferably on an average, the middle third run relative to the height of the mouldings 30, 32 and thus have enough moulded part material underneath so as to ensure the required stability. In the illustrated embodiment, the securing bars 44 run, namely, above the fastening bolts 27 extending through the cross bores 44.

(61) However, other versions are possible. Thus, the cross bores 26 can extend, for example, through the middle or upper region of the rail webs 8 and the securing bars 44 below the fastening bolts 27. In this case, securing of the track outer-side mouldings 30, 32 directly to the fastening bolts 27 is facilitated, for example, without a support block 40, for example, in which the securing bars 44 engage under and/or behind the bolt head.

(62) The partially constructed railway crossing, as illustrated in FIG. 1, is set up, in which a plurality of regular cross bores 26 spaced in the longitudinal direction of the rail are drilled through the rail web 8 of each of the two rails 2, 2′. The positions of the cross bores 26 on the rail webs 8 are preferably marked prior to drilling by means of a special drilling template (not shown) on the bar rails 8. Subsequently, the filler block elements 22 are mounted at the inner and outer sides of the rails 2, 2′, whereby the transverse channels 220 cover the cross bores 26.

(63) In the next step, the similar, intermediate rails mouldings 20 (of the third group) are placed between the two rails 2, 2′, in which, for example, the latter are raised at the openings 23 with ropes or equivalent and lowered between the rails 2, 2′. The intermediate rail mouldings 20 are thereby placed between the rails 2, 2′ such that the threaded inserts 28 located on the narrow sides 20a are covered with the cross bores 26 and that the two mouldings 20 lie adjacent to each other along the rails 2, 2′.

(64) For each of the cross bores 26 the following process is followed: a support block 40 is mounted on the outer filler block element 22, so that its support block—cross bore 41 coincides with the transverse channel 220 of the filler block element 22. Then, the respective fastening bolt 27 is inserted through the support block—cross bore 41, through the transverse channel 220 of the outer filler block element, through the cross bore 26 in the rail web 8 and through the transverse channel 220 of the inner filler block element into the threaded insert 28 of the intermediate rail-moulding 20 and the intermediate-rail moulding is secured tightly and simultaneously the support block 40 is braced on the outer filler block element.

(65) In the next step similar track outer-side mouldings 32 (the second group) are placed adjacent to the outer side of the second rail 2′ so that the mouldings 32 lie adjacent to one another side by side along the rails 2′ and longitudinal channel 34 faces the rail 2′ running in these mouldings and extends longitudinally along the rail 2′ (in FIG. 1, only one moulding 32 is shown). The track outer-side mouldings 32 are then locked against movement along the perpendicular and against movement transverse to the rail 2′, in which the securing bars 44 are invasively inserted in the longitudinal channel 34 of the two mouldings 32 longitudinally along the rail track and in the retaining-block longitudinal bores 42 of the two associated support blocks 40. A plurality of securing bars 44 having a length shorter than the width of the level crossing can be sequentially inserted into the longitudinal channel 34 of a marginal moulding, which further push the previously introduced securing bars into the longitudinal channel 34. Thereby the two track outer-side rail moulding 32 are secured against lifting out upwards as well as against a horizontal removal away from the track 2′.

(66) Finally, in an analogous manner, similar track outer-side mouldings 30 (of the first group) are placed adjacent to the outer side of the first rail 2 (shown in FIG. 2) and locked so that the first, third and second group of mouldings in a two-dimensional grid form a flat traffic area approximately at the height of the running surfaces of the rails 2, 2′ across the rails 2, 2′. The width of the traffic area corresponds to the width of the groups of the mouldings lying adjacent in the track direction.

(67) A built-up railroad crossing can be dismantled again in a simple manner. In the illustrated embodiment of FIGS. 1 to 3, the track outer-side-mouldings 30, 32 are unlocked to extract the securing bars 44. Then, the mouldings 30, 32 can be removed from the track. The detachably secured intermediate-rail moulding 20 can then be loosened by unbolting the fastening bolts 27 and are removed from the track. The ability to dismantle the level crossing facilitates exchange parts of the level crossing, for example, individual mouldings or to carry out maintenance work on the track bed in the area of the level crossing, in particular to plug the track bed. After such operation, the railway crossing can be rebuilt, whereby the cross bores 26, already present in the rail bar 8, are reused.

(68) As indicated in FIG. 4, the intermediate rail moulding 20 has two narrow sides 20a, which face the rails 2, 2′, when the moulding is incorporated. The moulding further includes two end faces 20b that are in the proximity of the adjacent mouldings when the moulding is incorporated. The moulding 20 has, on its bottom, recesses 29 which are inverted during installation from above over the rail-foot fixing equipment (see also FIG. 3a).

(69) The recesses do not extend continuously along the width of the moulding 20, for example, along the rail in the installed state. Between the recesses, the moulding 20 extends, in the installed state, integrally on the rail foot 4 and is supported thereon.

(70) In the narrow sides 20a facing the rail each have a horizontal receiving device 21, in particular, set up as a channel for a fastening means 27 and/or a threaded insert. Especially with elastomeric mouldings threaded inserts are factory set in the receiving devices 21. The threaded inserts can, for example, be bolted into the receiving devices 21 or can be formed already during production in the mouldings (see also FIG. 3b).

(71) The width of a moulding 20b corresponds to the distance between the two end faces. Through the width of the intermediate-rail moulding 20 the openings 23 located can extend, to which the mouldings 20 can be for example, fastened with ropes or chains, in order to lift it. Within the openings 23, a hollow tube 25 can be surrounded, as can be seen in FIG. 3b. In a preferred manner, the moulding 20 is protected, when lifted, with a rope or chain from being damaged and, in addition, the moulding obtained an increased stability, which will enhance its load-bearing capacity, for example, when driving with heavy truck.

(72) As indicated in FIG. 5, the track outer-side mouldings 30 includes two narrow sides 30c and 30a, in which the narrow side 30a faces the respective rail 2 or 2′, when the moulding is incorporated. The moulding further includes two end faces 30b that border the adjacent mouldings when the moulding is installed.

(73) The moulding 30 has, on its underside, recesses 39 for the rail-foot fixing equipment and a recess 37 for the support block 40 and the fastening bolt 27 (see also FIGS. 3a and 3b). In this case, the recess 37 corresponds to the support block 40 and is measured to the fastening bolt 27. In the track direction, the recess 37 is set up custom-fit to the support block 40. Thereby, the track outer-side moulding 30 is locked in the installed state longitudinally along the track route.

(74) Further, a longitudinal channel 34 extends through the track outer-side moulding 30, in which the safety bar 44 is inserted in order to lock the track outer-side moulding 30 to the support block 40.

(75) FIG. 6 illustrates a filler block element 22, which is provided for both the outer and the inner chamber of a Vignol rail 2 or 2′. The filler block element 22 is inserted with its rail-facing rounded side 22a into the rail chamber.

(76) The side 22c, facing away from the rail, is essentially straight and faces the respective intermediate-rail moulding 20 or track outer-side mouldings 30 and 32 respectively. The side 22c, facing away from the rail, of a built-in filler block element 22 extends substantially flush with the side face of the rail head 6. The side 22c, facing away from the rail, also has recesses 221 for the support blocks 40. If more than one filler block element is used for a rail chamber, these abut with their end faces 22b to one another to form a continuous web.

(77) In the present example, the filler block element 22, as shown, is longer than the mouldings and has in particular a length corresponding to the width of two mouldings 20 arranged longitudinally along the rail side by side. Accordingly, the filler block element 22 has a plurality, here two transverse channels 220 for fastening bolts 27.

(78) FIG. 7 shows a block—shaped support block 40 having a support block—cross bore 41 for the fastening bolt 27 and an orthogonal support block—longitudinal bore 42 for a securing bar 44. The support block—cross bore 41 runs through the side faces 40b and parallel to the side surfaces 40a and 40c, while the support block—longitudinal bore 42 runs through the side surfaces 40a and parallel to the side faces 40b and 40c.

(79) As can be seen from FIGS. 7b and 7c, both bores 41 and 42 are spaced along the perpendicular to the side surfaces 40c to each other, thus not coplanar. Both bores 41 and 42 are thus offset from each other so that both bores can be penetrated by a fixing bolt 27 and/or a securing rod 44 at the same time.

(80) A support block 40, designed as a rectangular solid with two plane-parallel and side surfaces 40a running perpendicular in assembled condition, is preferred since a track outer-side moulding 30 can be passed with a cuboid-shaped recess 37 for mounting from the top at the support block 40 and is finally locked in the installed state with the corresponding inner sides of the recess 37 to the support block 40 in both directions along the rail. In the longitudinal direction of the rail, the recess 37 of the track outer-side moulding 37 is accordingly set up custom-fit to the length of the support block 40, defined by the distance of the two side surfaces 40a. FIG. 8 shows a threaded insert 28. Referring to FIG. 3b, a threaded insert 28 is incorporated at the factory in the rubber-elastic intermediate-rail moulding 20. The threaded insert 28 has an internal thread 280, in which the fastening bolt 27 is bolted. Further, the threaded insert 28 has a threaded sleeve 281 and an anchor element 282, which is set up in this example in the form of a cross bar. The anchor element 282 holds the threaded insert 28 in the moulding when the fastening bolt 27 is tightened and at the same time prevents rotation of the threaded insert 28 in the moulding.

(81) FIGS. 9 to 14 relate to a further embodiment of a railway crossing. As shown in FIGS. 9 and 10, the level crossing in turn leads via a railway track having two rails 2, 2′ mounted on sleepers 14′.

(82) In this embodiment, the rail chambers on the inner sides and/or outer sides 3, 3′ of the rails are respectively filled-out with different filler block elements 22′ and 22″ (see also FIG. 13). In particular, the flange-side filler block elements 22′ for the rail inner side are wider than the rail chamber and thus extend horizontally out of the rail chamber.

(83) Just as in the embodiment of FIG. 1, intermediate-rail moulding 20′ and the track outer-side mouldings 30′, 32′ are arranged on the rails 2, 2′, which are adjacent to the filler block element. In contrast to the embodiment in FIG. 1, the intermediate rail mouldings 20′, which border the flange-side filler block elements 22′, are spaced apart over their entire level of the rails 2, 2′. Accordingly, the track groove 24 is set up in this embodiment through the free space running beside the rail head 6 above the filler block element 22′ on the rail inside. The intermediate rail moulding 20′ thus does not affect the rail heads nor engages in the rail chamber.

(84) As can be seen in FIG. 10, cross bores 26 are again provided through the rail webs 8 of the rails 2, 2′. Through the cross bores 26, fastening bolts 27 are bolted in the receiving devices 21′ of the intermediate rail moulding 20′. Preferably, it is envisaged that threaded inserts are used in the receiving devices 21′.

(85) In this embodiment, in the installed state by means of the fastening bolts 27, L-shaped brackets 50 (see also FIG. 14) are braced through bores 51 in the leg 50a of the bracket 50 against the track outer-side filler block elements 22″. By means of the bracket 50, the track outer-side mouldings 30′, 32′ are indirectly secured to the mounting bolts 27. For this purpose, the track outer-side mouldings 30′, 32′ have vertical bores 35, in order to bolt these mouldings from above through the vertical bores 35 in the bores 52 of the legs 50b of the fixing bracket 50. in this way, the track outer-side mouldings 30′, 32′ are directly secured to the brackets 50 and indirectly to the fastening bolts 27. In contrast to the embodiment of FIG. 1, the track outer-side mouldings 30′, 32′ are thus secured by the support means in all directions, for example, in the direction longitudinal to the rail, in the direction along the perpendicular and in a direction transverse to the track and transverse to the perpendicular on the rails 2, 2′ without play.

(86) Referring to FIG. 11, the intermediate rail moulding 20′ has two narrow sides 20a′ and two end faces 20b′. The narrow sides 20a′ face the rails 2, 2′ when the moulding 20′ is installed. The end faces 20b′ can flank other mouldings 20′, when the railway crossing in the longitudinal direction of the rails comprises a plurality of mouldings. On the underside of the moulding 20′ are located the recesses 29′ for the rail-foot fixing equipment. On the narrow sides 20a′ is present in each case a receiving device 21′ for a fastening bolt 27. As in the embodiment of FIG. 1, it can be envisaged that in the receiving device 21′, a threaded insert or a dowel is incorporated or mounted.

(87) Referring to FIG. 12, the track outer-side mouldings 32′ has two narrow sides 32c′ and 32a′, whereby the narrow side 32a′ faces the respective rail facing 2 or 2′, when the moulding is incorporated. The moulding further comprises two end faces 32b′, which lie adjacent or fit closely to the neighbouring mouldings, if the moulding is installed. On its underside, the moulding 32′ has recesses 39′ for the rail-foot fixing equipment.

(88) Further, one or more vertical bores 35 extend, in the example shown four pieces, through the track outer-side mouldings 32′ in order to bolt the mouldings at the fixing bracket 50.

(89) FIG. 13 illustrates two filler block elements 22′ and 22″, which are provided for the rail chambers on the inner sides or outer sides 3, 3′ of the rails 2, 2′. In this embodiment, the filler block elements 22′, 22″ have a length that corresponds to the width of the adjoining mouldings. Accordingly, the filler block elements 22′, 22″ have only a transverse channel 220′ and/or 220″, through which the fastening bolts 27 can extend.

(90) As can be seen from this example that rail facing sides 22a′, 22a″ of filler block elements 22′, 22″, rounded, can be designed custom-fit for the rail chamber, or polygonal approximated to the shape of the rail chamber. The track-remote sides 22c′, 22c″ are turned to the respective intermediate-rail mouldings or track outer-side mouldings and in both cases substantially straight.

(91) The filler block element 22′ for the inner sides of the rails is configured so wide that it protrudes sufficiently far from the rail chamber, in order to form the track groove 24 adjacent to the rail head 6. Because of its greater width, the filler block element 22′ has further recesses 229 for rail-foot fixing securing device.

(92) Referring to FIG. 14, the fixing brackets 50 each have a leg 50a with a bore 51, so as to secure the bracket 50 under the bolt head of the fastening bolt 27. In a leg 50b are located one or more, for example four bores 52 for screwing down the rail outer side mouldings 30′, 32′ through the vertical bores 35 at the brackets 50.

(93) Referring to FIG. 15, it can be foreseen that groups of similar mouldings are installed longitudinal to the direction of the track. Shown is a first and second group of respectively similar track outer-side mouldings 30 and 32 and a third group of similar intermediate-rail mouldings 20. A built-up railroad crossing can thus comprise a plurality of mouldings in the track direction so that the width of the level crossing is matched to the width of the traffic area 60, 60′ cutting across the railway track. In the example of FIG. 15, eight mouldings per group are included, which abut directly against one another in the track direction. The track outer-side mouldings 30 of the first group, the intermediate-rail moulding 20 of the third group and the track outer-side mouldings 32 of the second group thus set up the traffic area of the level crossing across the rails in a two-dimensional grid.

(94) Transverse to the track direction, a track configured as a pair of rails track can therefore be made passable through three plates, namely a first track outer-side moulding 30 adjacent to the traffic area 60, an intermediate rail moulding 20 and a second track outer-side mouldings 32 adjoining the traffic area 60.

(95) The track outer-side mouldings 30, 32 are closed, in particular, to their track-remote narrow side on the asphalt of the traffic area 60 cutting across the rail network. The surface of the level crossing body set up by the moulding is essentially of same height to the traffic area 60 intersecting the area, so that the road users can easily pass through the level crossing.

(96) Referring to FIG. 1, the intermediate-rail mouldings 20, as shown in FIG. 15, are secured with each two fastening bolts 27 through corresponding cross bores 26. Accordingly, for each intermediate rail moulding 20, a cross bore is available in each rail web 8 of the two rails 2 and 2′.

(97) Referring to FIG. 5, the track outer-side mouldings 30 of the first group, as shown in FIG. 15, and the rail outer side mouldings 32 of the second group have the same longitudinal channel 34. When installed, a safety bar 44, whose length is adapted to the width of the level crossing, can extend through the longitudinal channels 34 of the mouldings group. But it can also be foreseen that several, in particular similar securing bars 44, which are shorter than the width of the level crossing, can extend through the longitudinal channels 34. The use of several shorter securing bars facilitates that the rods can be easily transported and assembled.

(98) The track outer-side mouldings 30 are not clamped along the rail to one another but are each independently locked with their recesses 37 to the support blocks 40 against any displacement along the rail. The same applies to the track outer-side mouldings 32. The intermediate rail mouldings 20 are also not clamped to one another, but in each case independently fastened with fastening bolts 27 to the rails 2, 2′.

(99) Referring to FIGS. 16, 17 and 19, the support blocks 40 can include a spacer web 43 adjacent to the rail web 8, which functions as a spacer. In this way, it can be prevented that the filler block element 22, on which the retaining brackets 40 are placed, are compressed and deformed when the fastening bolts are tightened. This also ensures that the longitudinal bores 42 in the support blocks 40 have a defined distance from the rail 2′. This is preferred, so that the inner diameters of the hollow tubes 36 enclosed in the track outer-side mouldings 32 cover precisely the longitudinal bores 42 in the support blocks 40, so that the securing rods 44 can be inserted easily.

(100) Because the curves of the rail chamber can be different, a narrow spacing web 43 is specially suited to a support block 40. In this way, the spacer web 43 fits closely with only a small area and approximately centrally with respect to the height of the rail on the essentially straight centre piece of the rail web 8.

(101) Referring to FIGS. 16, 18 and 19, filler block elements 22′ are used in this case, which have recesses 223 for the spacer webs 43 of the support blocks 40 and the fastening bolts 27. Alternatively, it is possible that the filler block elements comprise the slots matched to the spacing webs 43 and transverse channels for the fastening bolts.

(102) Referring to FIG. 20 it can be foreseen that the surfaces of the mouldings that form the traffic area across the railway crossing are configured in anti-slip form in order to ensure safe driving and entering the railway crossing, particularly when wet. Corresponding to the moulding 70, as schematically shown in FIG. 20 in respect of its outer shape, a grooved surface 70c can be provided. The hatching in the surface 70c indicates here a rhombus-like corrugation. Further, the slip resistance of the surface of the mouldings serving as traffic area can be increased by coating the surfaces with mineral mixtures, corundum sand, or equivalent.

(103) Referring to FIG. 21, intermediate rail mouldings 20 and/or rail outer-side mouldings 30, 32 each can be set up as base plate mouldings 18, in which cover plates mouldings 19 rest on the base plate mouldings 18. In this vertically two-part embodiment in particular, the lower base plate mouldings 18 can be fixed or locked as per the foregoing embodiment with fastening bolts 27, support blocks 40 and securing bars 44.

(104) FIGS. 22 and 23 show the example of the vertical two-part design, but are not limited to this configuration, another type of fixing. The base plate mouldings 18, or the intermediate rail mouldings 20, 20′ and/or the rail outer-side mouldings 30, 32, 30′, 32′, in the case of the embodiment according to FIG. 1 or 9, hereinafter generally referred to as mouldings, are fixed in this case by means of a moulding holder 80 on the respective rails 2, 2′. A moulding holder 80 is directly secured to a rail. A cross bore through the rail web 8 is therefore not required in this case.

(105) The mouldings, which are adjacent to each one of the outer sides of the two rails 2, 2′, are each fixed to a rail by means of a moulding holder 80, while the moulding which is located between the two rails 2, 2′, and is fixed on both rails 2, 2′ by means of a respective moulding holder 80. An operation of the mouldings in the rail chamber is therefore not required. The fixing of a moulding to the rail 2, 2′ by means of a moulding holder 80 or by means of a cross bore 26 (as described above) is safer and more stable than a fixing by the operation of the moulding in the rail chamber and also facilitates the assembly because the moulding does not need to be arranged in the rail chamber.

(106) In order to build a railroad crossing having a sufficient width, several mouldings are usually arranged side by side along the track section, whereby often, as already described above, three groups of mouldings are laid. A plurality of moulding holders 80 can be fixed in a regular interval along the respective rail 2, 2′, in order to fix the groups of mouldings thereon. In this case, the moulding holders 80 are located at an appropriate rail 2 at the same positions along the track direction like the moulding holders 80 at the other rail 2′.

(107) In the Figures as shown, at least one moulding holder 80 is provided for a moulding in each case. However, a plurality of mouldings (for example, mouldings of a group) adjacently disposed in the track direction can be fixed together at a moulding holder 80. This helps to reduce the number of moulding holders 80.

(108) The preferably metallic moulding holders 80 can be retrofitted to an existing track grid with sleepers 14 and attached to secured rails 2, 2′ so as to set up a railroad crossing over the track grid. As illustrated, the moulding holders 80 are preferably secured between the sleepers 14 and/or between the rail-foot fixing devices 10, 12 at the rails 2, 2′. Thus, the mouldings can be fixed by means of the moulding holders 80 directly onto the rails 2, 2′. This allows a particularly secure and stable fixing of the bodies at the track grid, particularly in the area close to the track. The locking of a moulding at a moulding holder 80 can be accordingly carried out as described above in connection with a support block 40. The above designs similarly apply to the moulding holder 80.

(109) A moulding can accordingly be locked to the associated moulding holder 80 having a safety bar 44, and thus secured against a lift out upwards and against lateral removal away from the rail. In the locked state, the safety bar 44 extends longitudinally along the track section through a longitudinal bore 42′ in the moulding holder 80. The safety bar 44 also extends longitudinally along the track section through a longitudinal channel in the mouldings so that the moulding at the moulding holder 80 is fixed.

(110) Referring to FIGS. 24, 25 and 26, the mouldings holder 80 is designed as a clamp, which can be clamped to the rail. In this example, a moulding holder 80 has two holding clamps 82, 82′, which are symmetrically set up in the example shown. The two holding clamps 82, 82′ set up as holding clips embrace respectively the rail foot 4 and are arranged on both sides of the rail 2′ in juxtaposition to each other.

(111) The holding clamps 82, 82′ each have a rail-foot base grip section 84, 84′, which rests on the underside of the rail foot. 4 The holding clamps 82, 82′ of a moulding holder 80 are clamped together by means of a clamping bolt 86. For this purpose, the holding clamps 82, 82′ each have a tensioning bolt guide 88, 88′, wherein the clamping bolt 86 extends together through the clamping bolt guides 88, 88′ of both holding clamps 82, 82′. The clamping bolt guides 88, 88′ and the clamping bolt 86 pass beneath the rail foot 4. In the example shown, the clamping bolt guides 88, 88′ are arranged respectively on the rail-foot base grip section 84, 84′. The clamping bolt 86 has two threaded ends 86a and 86b, on each of which a clamping nut 90, 90′ is bolted, in order to brace the holding clamps 82, 82′ with each other and against the rail foot 4. In the braced state, the rail foot 4 is therefore clamped between the two holding clamps 82, 82′ of a moulding holder 80, similar to a clamp.

(112) In a further embodiment not shown, the opposed holding clamps 82, 82′ of a moulding holder 80 can be clamped with each other on the rail through a cross bore 26. According to the same principle, two support blocks 40 can be bolted to a rail through a cross bore 26 in juxtaposition to each other.

(113) For all embodiments, it is preferably provided such that a moulding, for example, an intermediate rail moulding 20, 20′, a track outer-side mouldings 30, 32, 30′, 32′, a base plate moulding 18, or a cover plate moulding 19, has a certain minimum thickness in the vertical direction with regard to the built-in state. This ensures a sufficient stability of the level crossing and/or of the individual mouldings, particularly in mouldings made of rubber-elastic material, in particular bonded rubber granulate or vulcanized rubber. Accordingly, at least in the major part of its horizontal extent, a moulding has a thickness, which corresponds to at least half, preferably at least to the entire height of the rail head, for example, at least 25 mm or at least 50 mm. Specifically, one or more mouldings 20, 20′, 30, 32, 30′, 32′, 18, 19 consist of not only a thin rigid metal plate with securing blocks, flange-mounted on the sides. FIG. 27 shows a crossing with lower base plate mouldings 18 and overlying cover plate mouldings 19. While the base plate mouldings 18 rest at least partially on the sleepers 14 and the rail feet 4 and form a supporting part of the traffic area of the level crossing, the upper cover plate mouldings 19 reach the height of the running surfaces of the rails 2, 2′ and form the surface of the traffic area of the level crossing. With the vertical two-part design the upper cover plates can be replaced relatively easily, especially when only the surface of the traffic area is to be renewed, and that the cover plates and the base plates can be fabricated each with substantially lower and thus practically more manageable weights. This makes it possible in particular, that the mouldings of construction can be laid without the use of a construction machine.

(114) Both the top plate mouldings 19 and the base plate mouldings 18 consist of an elastomer or an elastomer blend, and preferably each have a mass of less than 100 kg, preferably less than 90 kg, more preferably less than 85 kg.

(115) The base plate mouldings 18 have, in the direction of the track, an extension that corresponds to the threshold distance, so that they can lie along the track direction on two adjacent sleepers 14 side by side. The base plates mouldings 18 are thus arranged in the direction of the track arranged according to a base plate grid, which is determined by the threshold distance. The cover plates moulding 19, in contrast, can be arranged in accordance with a deviating or offset cover plate grid in the track direction. In the example shown, the cover plate mouldings 19 each are laid offset relative to the base plate mouldings, wherein for the mouldings lying between the rails, the top plate grid is offset against the base plate grid by half a sleeper spacing. Generally, the grid spacing can differ, in this example, the cover plates mouldings 19, lying outside, in the direction of the track have a different dimension than the base plate moulding 18. During a displacement of the cover plates against the base plates, for example, an offset of the frontal impact, the stability of the level crossing increases, the flexible cover plate grid can serve to dimension the weights of the moulding, as desired.

(116) The base plate mouldings 18 are each fixed directly detachably but firmly to the rails 2, 2′, whereby generally it can be foreseen that the base plate mouldings 18 are detachably but firmly fixed in each case with the track system, in particular bolted. The cover plate mouldings 19 in contrast, are clamped under the rail heads 6. However, the cover plate mouldings 19 with the underlying base plate mouldings 18 are connected detachably but firmly, for example, fixed thereto, preferably by bolting.

(117) Referring to FIGS. 28 and 29, the upper cover plate mouldings 19 have track grooves 24 and an edge bead 80, which intervenes under the rail head 6 in the rail chamber and fills at least partially. Apart from the track grooves 24 in the region close to the track, the cover plate mouldings 19 are flat, in particular set up without further grooves. However, the passable or accessible surface of the cover plate mouldings 19 can be designed rough or structured to reduce the danger of slipping.

(118) The base plate mouldings 18 laid between the rails 2, 2′ and the cover plate mouldings 19 extend transverse to the track section from the first rail 2 to the second rail 2′ and the base plate and cover plate mouldings 18, 19 adjoining one of the outer sides of one of the two rails extend from the respective rail to the subsequent, not shown here, traffic area.

(119) The lower base plate moulding 18 rest in each case on the rail foot 4 of the respective rails 2, 2′, and are based on it, whereby said recesses 29″, 39″ are foreseen for the rail-foot securing devices 10, 12 (see FIG. 27) as well as recesses 37″ for the moulding holder 80 or (for fixing by means of cross bores 26) for the support means 40 and/or fastening means 27. In this example, the recesses are not set up continuously but discretely along the track direction and can each be configured custom-fit so that the mouldings are hereby locked longitudinally along the track direction.

(120) Arranged between the rails the base plate mouldings 18 preferably do not intervene in the rail chamber and does not fill-out the rail chamber, so that the base plate moulding 18, arranged between the rails, can be lowered during installation vertically from above up to the rail foot 4, without having to be located in the rail chamber. Rather, the rail chambers are filled-out on the inner side of the rails 2, 2 with filler block elements 22″ ″. By contrast, the base plate mouldings 18 bordering on the outer sides of the rails intervene in the rail chambers and fill them out, because these mouldings can laterally be inserted into the rail chamber before the connection is made to the adjacent traffic area. Thus, one can dispense with filler block elements on the outer sides of the rails. This can be provided similar to the vertical one-piece design of the intermediate rail mouldings 20 and/or track outer-side mouldings 30, 32.

(121) Using bolts 102, the top plate mouldings 19 can be bolted to the base plate mouldings 18, wherein the bolts 102 are shown here only for the outside mouldings. Four bolts each can, for example, be provided for the cover plates between the rails and two bolts for the outside cover plates.

(122) Referring to FIGS. 30 and 31, two ways are illustrated, in order to ensure a tolerance in the track direction for the screw fitting. On the one hand, oblong holes 106 can be introduced in the cover plates. Bolts 102 can then be screwed through the oblong holes 106, for example, into threaded inserts 104 in the base plates. On the other hand, C-rail inserts 108 can be incorporated in the base plates longitudinally along the track direction. Bolts 102 can then be fixed, for example, through round bores 107 in the cover plates in the C-rail inserts 108. The bolting of cover plates to the base plates ensures, in particular, a vertical fixing of the cover plates.

(123) In order to further improve the horizontal fixing of the cover plate mouldings 19 with respect to the base plate mouldings, a positive engagement of a moulding projection 110 into a moulding recess 112 is considered expedient. In the illustrated example, the cover plate mouldings 19 have positive projections 110, which as negative recesses 112 are to be found in the base plates mouldings 18. The moulding projections 110 and the moulding recesses 112 are preferably set up so that a securing of the cover plates is carried out both longitudinally and transversely to the rail route. To the person skilled in the art it becomes apparent that the above-described embodiments are to be understood exemplary and the present disclosure is not limited to these, but can be varied in many ways without departing from the scope of the claims. Further, it is evident that the characteristics regardless of whether they have been disclosed in the description, claims, figures or otherwise, define individual components of the present disclosure, even if they are described together with other features.