EP2045394B1 - Zone de croisement de rails à gorge - Google Patents

Zone de croisement de rails à gorge Download PDF

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Publication number
EP2045394B1
EP2045394B1 EP08016974A EP08016974A EP2045394B1 EP 2045394 B1 EP2045394 B1 EP 2045394B1 EP 08016974 A EP08016974 A EP 08016974A EP 08016974 A EP08016974 A EP 08016974A EP 2045394 B1 EP2045394 B1 EP 2045394B1
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EP
European Patent Office
Prior art keywords
rail
grooved
grooved rail
section
rails
Prior art date
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Application number
EP08016974A
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German (de)
English (en)
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EP2045394A1 (fr
Inventor
Brigitte König
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Schreck Mieves GmbH
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Schreck Mieves GmbH
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00—Switches; Crossings
    • E01B7/28—Crossings

Definitions

  • the invention enters a grooved rail crossing region according to the preamble of claim 1.
  • the intersecting rails have profile pockets extending over the intersection region, with associated profile flaps extending to the point of intersection.
  • Object of the present invention is to provide a grooved rail crossing area of the type mentioned at the disposal, which is inexpensive and easy to manufacture and assemble, and has a high strength in the field of grooves.
  • the profile tabs extend across the crossing region in the longitudinal direction of the grooved rails, wherein the profile tabs to the recesses in the groove rails complementary chambers or recesses, so that when plugging the first grooved rail on the second grooved rail a positive connection also is formed between the profile pocket of the intersecting grooved rails in the crossing area. This contributes to a very high strength of the groove Schlennennchungs Symposiumes invention and reduces the occurring when driving over a rail vehicle Tension in the rails.
  • profile tabs are provided on both grooved rails, in each case on both longitudinal sides of a rail web, so that each grooved rail in the region of the recess has a continuous block-like solid profile with substantially the same cross-sectional width over the entire height of the grooved rail.
  • the grooved rail crossing region according to the invention therefore preferably has at least four profiled pockets in the crossing area or in the area of the recesses.
  • the profile tabs can only be provided laterally on the rail web in the area adjacent to the recesses, but preferably extend over the recesses.
  • the invention is based on the basic idea not to connect the grooved rails via a heart piece, but directly to each other, wherein to reinforce at least one grooved rail, preferably provided by two grooved rails, in the immediate crossing section profile tabs are attached to the rail web and to a cross-sectional widening lead the rail bridge. If profile flaps are arranged on both sides of the rail web, a continuous block-like solid profile in the vertical transverse direction of the grooved rail can be formed with appropriate design of the profile flaps. Due to the cross-sectional widening of the rail web in the region of the profile tabs it is ensured that it can not lead to a breaking of the grooves when driving over a rail vehicle.
  • the block-shaped solid profile formed at the heart of the known grooved rail intersection region is essentially simulated.
  • the grooved rails with a corresponding design of the profile lugs form and locks can connect directly to each other, without it being necessary to weld the grooved rails together. This will be discussed in detail below.
  • the positive and non-positive connection of the grooved rails in the crossing region ensures that it does not lead to changes in the material structure of the grooved rails when connecting the grooved rails can come, as is the case with welded joints. This contributes to a high strength of the grooved rail crossing area.
  • the profiled flaps of different grooved rails bear against one another and are also connected to one another in a form-fitting and optionally crane-locking manner. This contributes to a high strength of the connection of the grooved rails in the grooved rail crossing region according to the invention.
  • the chamber in the profile pocket extends from the underside of the profile pocket up to a height corresponding to the height of the recess made in the first groove rail, so that the underside of the profile pocket in the region of the chamber and the Bottom of the first groove rail in the region of the recess are aligned.
  • the chamber extends downwardly from the top of the profile pocket to a depth corresponding to the depth of the recess in the second groove track, such that the top of the profile pocket in the region of the chamber and the top of the second groove track are also aligned in the region of the recess.
  • first grooved rail can be positively attached together with the attached to the first grooved rail profile pockets on the bottom flange forming the second grooved rail and attached to the second grooved rail profile grassland, being in the immediate crossing area in Lengthwise of the grooved rails in each case a block-like solid profile is present.
  • the first groove rail forming the upper flange and the profile flutes connected to the first groove rail lie on the rail web of the second grooved rail forming the lower flange and on the profiled flaps connected to the second grooved rail in the region of the recesses or the chambers.
  • This contributes to a very high strength of the positive connection, wherein the tab chambers are filled on both sides of the rail web substantially completely with the profile tabs, so that a breaking of the grooves when driving over a rail vehicle not to be feared.
  • This preferably applies to both intersecting grooved rails.
  • the outer longitudinal side of the rail head and the outer longitudinal side surface of a profiled bag connected to the rail web can be aligned, the arrangement comprising a grooved rail and profiled flaps fastened on both sides of the rail web of the grooved rail having a substantially block-like rectangular profile.
  • the recess in a grooved rail and the chamber in the profiled bag attached to the grooved rail may be recessed into the grooved rail after the grooving of the grooved rail by joint grooving and profiled grooving.
  • the production of the grooved rail crossing region according to the invention is simplified and ensures an aligned transition between the recess in a rail and the chamber of the adjacent profile bag. The same applies in particular if profile pockets are provided on both sides of a rail web.
  • the profile pocket can be arranged centrally to the recess of a groove rail and extend over the recess in both longitudinal directions over a length of at least 10 cm, in particular from approximately 15 cm to 20 cm. Reinforcement of the grooved rails is thus provided not only in the immediate crossing area, that is to say the area in which the grooved rails are connected to one another by insertion, but also in the area adjoining the recesses. This contributes to a stiffening and strength of the grooved rails in the crossing area.
  • the profile pocket is adapted to the profile of the grooved rail in the region of the tab chamber and substantially full surface in Area of the tab chamber against the grooved rail rests. This leads to the formation of a block-like solid profile of the arrangement of grooved rail and preferably on both sides of the rail web attached profile pockets in cross section.
  • the profile pocket on the rail web facing the longitudinal side may have beveled longitudinal edges, which simplifies the attachment of the profile tab to the rail web or the insertion of the profile pocket in the region of the tab chamber and a full-surface concern of the profile tab against the tab chamber in the remaining region of the profile bag ensures.
  • the profile bag can consist of a cost-effective and easily available structural steel, in particular of ST 52.
  • the profile flaps are made of a high quality steel used to make the grooved rails.
  • the profile bag can be screwed or glued or welded to the rail web. Are provided on both opposite longitudinal sides of the rail web profile flaps, they can be screwed together through the rail web, which allows easy installation.
  • the screw connection is provided outside of the chambers or recesses in the profile pockets or the grooved rail in order not to reduce the strength of the connection in the crossing region of the rails.
  • the first grooved rail and / or the second grooved rail can be connected to a node plate, in particular screwed.
  • Fig. 1 is a plan view of two intersecting grooved rail tracks 1, 2 with four grooved rails 3, 4 shown.
  • the grooved rails 3, 4 intersect in four grooved rail intersection regions 5, wherein in principle an intersection region 5 can also have more than two intersecting grooved rails 3, 4.
  • An in Fig. 2 illustrated first grooved rail 3 forms a top flange for a formed from a second grooved rail 4 lower flange, wherein the grooved rail 4 in Fig. 3 is shown.
  • the first grooved rail 3 has a first recess 6 and the second grooved rail 4 has a second recess 7 complementary to the first recess 6, wherein the first recess 6 extends from the rail foot 8 of the first grooved rail up to the region of the rail web 9 of the first Groove rail 3 extends and wherein the second recess 7 extends from the rail head 10 of the second grooved rail down to the region of the rail web 11 of the second grooved rail 4.
  • the recesses 6, 7 are formed so complementary to each other, that it is possible by plugging the first grooved rail 3 on the second grooved rail 4 in the region of the recesses 6, 7, the grooved rails 3, 4 in a crossing region 5 positively connect with each other.
  • Fig. 6 yields, fill the profile pockets 14 formed between the rail head 16 of the first grooved rail 3 and the rail 8 of the first grooved rail tabs substantially completely and have a corresponding Kammer Strukturllprofil on.
  • the profile tabs 14 are located on the lower outer surfaces 17 of the rail head 16 and on the upper outer surfaces 18 of the legs 19 of the rail foot 8, so that in the vertical transverse direction Y of the grooved rail 3 in the region of the profile pockets 14 a substantially continuous block-like solid profile is formed.
  • the groove rail 4 and connected to the grooved rail 4 profile pockets 15 have a corresponding cross-sectional profile.
  • the grooved rails 3, 4 with appropriate design of the recesses 6, 7 in the grooved rails 3, 4 and the chambers in the profile pockets 14, 15, the grooved rails 3, 4 positively and optionally non-positively connect with each other without the Grooved rails 3, 4 must be welded.
  • the block-like rectangular profiles of the arrangements of rails 3, 4 and profile flaps 14, 15 in the intersection region 5 ensure high strength of the positive connection, wherein the stresses occurring are low.
  • the cross-sectional profile of the profile pockets 14 is adapted to the cross-sectional profile of the grooved rail 3 in the region of the tab chambers, wherein the profile tabs 14 in the region of the tab chambers abut substantially against the groove rail 3 over the entire surface. This ensures when driving over a rail vehicle that the forces occurring at low load of the Rillenschienennchungs Schemees 5 on the rail head 16, the profile pockets 14, the rail web 9 and the rail 8 to a connected to the grooved rail 3 node plate 21 and thus to the ground can be delivered. A breaking out of the grooves 12, 13 is thus excluded. The same applies to the grooved rail. 4
  • Fig. 4 is a section of a longitudinal sectional view of the grooved rail crossing region 5 along the section line Au according to Fig. 1 shown
  • Fig. 5 is a section of a longitudinal sectional view of the grooved rail crossing region 5 along the section line CD according to Fig. 1 shown. From the Fig.
  • profile tabs 14, 15 extend beyond the immediate crossing region of the grooved rail intersection 5 in the longitudinal direction of the grooved rails 3, 4, wherein the profile pockets 14, 15 to the recesses 6, 7 in the grooved rails 3, 4 complementary chambers, so that when plugging the first grooved rail 3 on the second grooved rail 4 in the immediate crossing region positive connections between the grooved rails 3, 4 on the one hand and between the profile pockets 14, 15 of the intersecting grooved rails 3, 4 on the other hand are formed.
  • the profile tabs 14, 15 of different grooved rails 3, 4 against each other this contributes to a very strong connection of the grooved rails 3, 4 and leads when driving over a rail vehicle to the fact that the voltages are low.
  • the profile flaps 14, 15, which are otherwise arranged centrally to the recesses 6, 7 extend over the recesses 6, 7 in the longitudinal direction of the grooved rails 3, 4 over a length of about 15 cm to 20 cm, This contributes to a further support of the grooved rails 3, 4 also outside of the direct crossing area.
  • Fig. 6 It is shown that the outer longitudinal side surfaces 24 of the rail head 16 and the outer longitudinal side surfaces 25 of the profile pockets 14 are aligned, so that the arrangement of grooved rail 3 and profile pockets 14 in cross section has a substantially constant width.
  • the cross-sectional profile of grooved rail 3 and profile pockets 14 is blocky, which is also on the arrangement of second grooved rail 4 and associated with this profile tabs 15 applies.
  • the inner side surfaces 26 of the first grooved rail 3 are in the region of the recess 6 against the outer longitudinal surface of the profile pockets 15 on the one hand and against the rail 27 of the second grooved rail 4 on the other hand, wherein the first grooved rail 3 in the region of the recess 6 on the Profile flaps 15 and the rail web 11 is supported.
  • the inner side walls of the profile flaps 14 delimiting the chambers abut against the outer longitudinal side surfaces of the profile flaps 15, wherein the profile flaps 14 are otherwise also supported on the rail web 11 of the second grooved rail 4 on the one hand and on the profile bag 15 on the other hand.
  • the profile flaps 14, 15 In the manufacture of the groove groove ventilation region 5 according to the invention, provision is initially made for the profile flaps 14, 15 to be connected to the groove rails 3, 4. Then, by milling in the connected state of rails 3, 4 and tabs 14, 15, the recesses 6, 7 and the chambers are embedded, which simplifies the production and allows low cost. After nesting of the grooved rails 3, 4, the fixing of the llillenschienenlaeuzungs area 5 takes place on the node plate 21st

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Body Structure For Vehicles (AREA)
  • Sewage (AREA)
  • Ladders (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Road Paving Structures (AREA)

Claims (12)

  1. Zone de traversée de rails à gorge (5), comportant au moins deux rails à gorge (3, 4) se croisant, lesdits rails à gorge (3, 4) ayant un profil standard, sachant qu'un premier rail à gorge (3) formant une membrure supérieure comporte une premier évidement (6), et un deuxième rail à gorge (4) formant une membrure inférieure comporte un deuxième évidement (7) complémentaire au premier évidement (6), ledit premier évidement (6) s'étendant depuis le patin (8) du premier rail à gorge (3) vers le haut jusque dans la zone de l'âme (9) du premier rail à gorge (3), ledit deuxième évidement (7) s'étendant depuis le champignon (10) du deuxième rail à gorge (4) vers le bas jusque dans la zone de l'âme (11) du deuxième rail à gorge (4), et lesdits rails à gorge (3, 4) pouvant être assemblés entre eux dans la zone de traversée (5) par conjugaison de forme dans la zone des évidements (6, 7) au moyen de l'enfichage du premier rail à gorge (3) sur le deuxième rail à gorge (4), sachant que, dans la zone d'un évidement (6, 7), il est prévu au moins une éclisse profilée (14, 15), reliée avec une âme (9, 11) d'un rail à gorge (3, 4), pour la portée d'éclisse formée entre le champignon (10, 16) et le patin (8, 27) du rail à gorge (3, 4), ladite éclisse profilée (14, 15) étant en appui contre la face inférieure du champignon de rail (10, 16) et contre la face supérieure du patin de rail (8, 27), de telle sorte que, dans la direction transversale (I') verticale du rail à gorge (3, 4), un profil plein continu est formé dans la zone de l'éclisse profilée (14, 15), caractérisée en ce que les éclisses profilées (14, 15) s'étendent au-delà de la zone de traversée (5) dans la direction longitudinale des rails à gorge (3, 4), les éclisses profilées (14, 15) comportant des portées complémentaires aux évidements (6, 7) dans les rails à gorge (3, 4), de telle sorte qu'au moment de l'enfichage du premier rail à gorge (3) sur le deuxième rail à gorge (4), il se forme dans la zone de traversée (5) un assemblage par conjugaison de forme entre les éclisses profilées (14, 15) des rails à gorge (3, 4) se croisant.
  2. Zone de traversée de rails à gorge selon la revendication 1, caractérisée en ce que les éclisses profilées (14, 15) sont prévues sur les deux rails à gorge (3, 4).
  3. Zone de traversée de rails à gorge selon la revendication 1 ou 2, caractérisée en ce que les éclisses profilées (14, 15) sont prévues sur les deux côtés longitudinaux d'une âme de rail (9, 11).
  4. Zone de traversée de rails à gorge selon l'une quelconque des revendications précédentes, caractérisée en ce que les éclisses profilées (14, 15) de différents rails à gorge (3, 4) sont en appui les unes contre les autres.
  5. Zone de traversée de rails à gorge selon l'une quelconque des revendications précédentes, caractérisée en ce que les faces latérales longitudinales (24) extérieures du champignon de rail (10, 16) et les faces latérales longitudinales (25) extérieures des éclisses profilées (14, 15) sont alignées.
  6. Zone de traversée de rails à gorge selon l'une quelconque des revendications précédentes, caractérisée en ce que l'éclisse profilée (14, 15) est disposée au milieu par rapport à l'évidement (6, 7) et s'étend dans les deux directions longitudinales des rails à gorge (3, 4) au-delà de l'évidement (6, 7) sur une longueur de 10 cm au moins, en particulier de 15 cm à 20 cm environ.
  7. Zone de traversée de rails à gorge selon l'une quelconque des revendications 5 à 6, caractérisée en ce que l'éclisse profilée (14, 15) est ajustée au profil du rail à gorge (3, 4) dans la zone des portées d'éclisse et est en appui contre le rail à gorge (3, 4) sensiblement sur toute la surface dans la zone de la portée d'éclisse.
  8. Zone de traversée de rails à gorge selon l'une quelconque des revendications précédentes, caractérisée en ce que l'éclisse profilée (14, 15), sur le côté longitudinal (22) orienté vers l'âme de rail (9, 11), comporte des arêtes longitudinales (23) chanfreinées.
  9. Zone de traversée de rails à gorge selon l'une quelconque des revendications précédentes, caractérisée en ce que l'éclisse profilée (14, 15) est réalisée en acier de construction.
  10. Zone de traversée de rails à gorge selon l'une quelconque des revendications précédentes, caractérisée en ce que l'éclisse profilée (14, 15) est vissée ou collée ou soudée avec l'âme de rail (9, 11).
  11. Zone de traversée de rails à gorge selon l'une quelconque des revendications précédentes, caractérisée en ce que des éclisses profilées (14, 15), disposées sur des faces longitudinales opposées d'une âme de rail (9, 11), sont vissées l'une à l'autre à travers l'âme de rail (9, 11).
  12. Zone de traversée de rails à gorge selon l'une quelconque des revendications précédentes, caractérisée en ce qu'au moins un rail à gorge (3, 4) est relié à une plaque d'éclissage (21).
EP08016974A 2007-10-05 2008-09-26 Zone de croisement de rails à gorge Active EP2045394B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102007048042A DE102007048042B3 (de) 2007-10-05 2007-10-05 Rillenschienenkreuzungsbereich

Publications (2)

Publication Number Publication Date
EP2045394A1 EP2045394A1 (fr) 2009-04-08
EP2045394B1 true EP2045394B1 (fr) 2009-12-30

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EP08016974A Active EP2045394B1 (fr) 2007-10-05 2008-09-26 Zone de croisement de rails à gorge

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EP (1) EP2045394B1 (fr)
AT (1) ATE453757T1 (fr)
DE (2) DE102007048042B3 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102008003354B4 (de) * 2008-01-08 2010-05-12 Schreck-Mieves Gmbh Zweigniederlassung Dortmund Kreuzungsbereich einer Rillenschienenkreuzung
CN112281551B (zh) * 2020-09-17 2022-08-30 中铁工程设计咨询集团有限公司 一种箱型护轨装置及其制作方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL43808C (fr)
DE156993C (fr) * 1903-06-27
US5765785A (en) 1997-01-21 1998-06-16 Ortiz Rivas; Arturo A. Standard crossing for railroad track with interchangeable insert
DE10240023C1 (de) * 2002-07-24 2003-11-20 Schreck Mieves Gmbh Rillenschienenkreuzungsbereich wenigstens zweier sich kreuzender Rillenschienenstränge

Also Published As

Publication number Publication date
DE502008000287D1 (de) 2010-02-11
ATE453757T1 (de) 2010-01-15
EP2045394A1 (fr) 2009-04-08
DE102007048042B3 (de) 2009-04-09

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