EP0904461A1 - Recouvrement de niveau avec des rails, pour voies ferrees - Google Patents

Recouvrement de niveau avec des rails, pour voies ferrees

Info

Publication number
EP0904461A1
EP0904461A1 EP97925766A EP97925766A EP0904461A1 EP 0904461 A1 EP0904461 A1 EP 0904461A1 EP 97925766 A EP97925766 A EP 97925766A EP 97925766 A EP97925766 A EP 97925766A EP 0904461 A1 EP0904461 A1 EP 0904461A1
Authority
EP
European Patent Office
Prior art keywords
plate
plates
support sections
rails
sections
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP97925766A
Other languages
German (de)
English (en)
Other versions
EP0904461B1 (fr
Inventor
Bernhard Neumann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gmundner Fertigteile GmbH and Co KG
Original Assignee
Gmundner Fertigteile GmbH and Co KG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Gmundner Fertigteile GmbH and Co KG filed Critical Gmundner Fertigteile GmbH and Co KG
Priority to SI9630373T priority Critical patent/SI0904461T1/xx
Publication of EP0904461A1 publication Critical patent/EP0904461A1/fr
Application granted granted Critical
Publication of EP0904461B1 publication Critical patent/EP0904461B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003—Means for reducing the development or propagation of noise
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/04—Pavings for railroad level-crossings

Definitions

  • the invention relates to a rail-like covering for tracks, in which the space lying between the two rails of a track is filled or bridged with plates arranged in pairs, which engage with at least one edge strip in the link chambers of the rails and only on the rails are supported and bridge the distance between the rails cantilevered, the two plates of the plate pairs being joined together in an articulated manner.
  • Rail-like coverings for tracks are provided in order to allow road vehicles to drive on track areas.
  • a particularly important area of application are the railroad level crossings, i.e. intersections of roadways and railroad tracks.
  • the storage of the components forming the roadway in the track area is of great importance, since the vehicles passing the transition, in particular the rail vehicles, exert considerable static and dynamic loads on the traffic routes.
  • the elastic properties of the track which are largely determined by the track bedding, should not or only slightly deviate in the area of a rail-like transition from the relevant properties that are placed on the track sections following such a transition. This then appears feasible if the properties of the track bedding are not changed by components of the roadway lying directly on the bedding elements.
  • One way to be able to insert plates between the rails in a rail-like covering for tracks, which are intended to bridge the space between the two rails of a track and are only to be supported on the rails, is to insert pairs of plates to be used, the two plates of which are joined together in an articulated manner, the articulated axis running in the longitudinal axis of the track.
  • the roof covering of the type mentioned at the outset, according to the invention is characterized in that the plates of each pair of plates are supported on one another at their mutually facing edges, and in this case, for each plate along the edge facing the other plate, alternating support sections and support sections are provided in a meandering manner where the support sections are formed by depressions extending from the top of the panel and extending to the edge facing the other panel, and underneath the support sections from the underside of the panel are formed upward depressions which are complementary to the depressions of the support sections, and the support sections of one plate rest on the support sections of the other plate and the support sections of the other plate rest on the support sections of the one plate.
  • the zones of the plates of each pair of plates which join together in an articulated manner can simply be stuck together when the plates are unfolded, after which the plates can be inserted between the rails without any problem by leveling the pair of plates, and the plates become even when exposed to large loads, such as when rolling over them heavy trucks occur, not pushed apart.
  • a preferred embodiment which is characterized in that projections and recesses shaped complementarily to the projections, into which the projections engage, are provided on those surfaces on which the plates of a pair of plates abut one another, for mutual locking of the plates, offering the advantage that the cohesion of the plates of a pair of plates is ensured even over very long periods of time even when unfavorable vibrations act on the plates.
  • the wings provided in the support sections face that of the other plate of the plate pair Edge starting from the underside of the slab is first steeply rising and then flattened. It is furthermore advantageous and also advantageous for securing a stable hold of the plates in their installed state over long periods of time if it is provided that the wings provided in the support sections have a convex shape, which in the leveled position of the Plates of the respective pair of plates one mutual movement of these plates in the direction of the plate level inhibits.
  • Such a crowning can be formed on a plate by a surface section which extends from the edge facing the other plate of the plate pair and which extends away from the underside of the plate, and a subsequent surface section which approaches the underside of the plate. If one also wants to provide a latching in such a design of the plates, it is advantageous if they are designed in such a way that projections pointing downward are provided on the end edges of the support sections and recesses complementary to these projections are provided on the wings of the support sections.
  • cambered wings are shaped according to a toothing which up to the leveled position of the plates of the respective plate pair, a sliding movement or rolling movement of the facing wings and support surfaces on one another enables and in the leveled position of these plates prevents movement of these plates to one another.
  • the two plates of a pair of plates lie against one another in a meandering manner on the underside of the plate.
  • concrete such as cement concrete or polymer concrete, or similar composite materials consisting of a lumpy aggregate and a binding agent are provided as the material for the slab-like covering slabs. It is usually favorable to arrange reinforcement in the slabs.
  • the plates are made of concrete or a concrete-like composite material made of particulate aggregate and binding agent and have a reinforcement which extends over the plate surface and engages in the support sections and in the support sections and in the at least one edge strip.
  • the invention also relates to a rectangular plate for a rail-like covering designed for rails as set out above.
  • This plate is characterized in that the plate on the opposite edge of said edge has supporting sections and supporting sections in a meandering succession, the supporting sections being formed by depressions extending from the upper side of the plate and reaching to the edge and under the support ⁇ sections are formed from the underside of the plate, which are complementary to the depressions of the supporting sections.
  • the plate is made of concrete or a concrete-like composite material made of particulate aggregate and binder. It is further advantageous if a reinforcement is provided in the slab, which extends over the entire slab surface, into the support sections and into the support sections and into the at least one edge strip.
  • FIG. 1 shows an embodiment of a rail-like covering formed according to the invention in a top view
  • FIG. 6 shows a variant with regard to the design of the support sections and the support sections in a sectional representation corresponding to FIG. 3,
  • FIG. 7 shows another embodiment of a covering according to the invention in a top view
  • FIG. 12 shows a variant with regard to the design of the support sections and the support sections of the plates in a sectional representation corresponding to FIG.
  • the space 4 lying between the two rails 2, 3 of a rail 1 is filled or bridged with plates 5, 6 arranged in pairs.
  • These plates 5, 6 have edge strips 7 which engage in the tab chambers 8 of the rails 2, 3, and elastic profiles 9 with an approximately C-shaped cross section are inserted between the edge strips 7 and the rails 2, 3.
  • the plates 5, 6 are supported with their edge strips 7 on the rail foot 10 and laterally against the rail web 11 and held upwards by engagement under the rail head 12.
  • the plates 5, 6 bridge the distance 13 between the rails 2, 3 cantilever.
  • a plurality of edge strips 7 are provided on each of the plates 5, 6, which are arranged at a distance from one another in order to make the fastening elements 14 provided for the rails 2, 3 accessible.
  • each plate 5 or 6 along the edge facing the other plate 6 or 5 alternately meandering alternating support sections 17 and support sections 18 are provided, the support sections 17 being formed by depressions 20 extending from the top side 19 of the plate, which up to that of the edge facing another plate; underneath the support sections 18, from the plate underside 21, upward, depressions 22 are formed, and the support sections of the plate 5 rest on the support sections of the plate 6 and the support sections of the plate 6 rest on the support sections of the plate 5; the depressions 20 are complementary to the depressions 22, so that the support surfaces 24 formed on the support sections 18 by the depressions 22 rest substantially snugly on the wings 23 formed by the depressions 20 on the support sections 17.
  • FIG. 4 For the aforementioned formation of the plates, reference may also be made to the illustration of such a plate in FIG. 4.
  • the plates 5, 6 In order to insert the plates 5, 6 in pairs between the rails 2, 3 of a track, they can first be arranged in the unfolded position, as shown in FIG. 5, and inserted into one another with their meandering edges 15, 16, whereby one also arranges the elastic profiles 9, which have a C-shaped cross section, between the edge strips 7 of the plates 5, 6 and the rails 2, 3. Then the plates 5, 6 are pivoted or folded down, as indicated by the arrow 25, until they assume the leveled position shown in FIGS. 1 to 3, in which the plates 5, 6 of each pair of plates space 4 between bridge the rails 2, 3 cantilevered.
  • the wings 23 provided in the support sections 17 have a cambered shape, and such a cambered shape is also present in the support surfaces 24 provided on the support sections 18, and a cohesive shape of the plates 5, 6 is created by this cambered shape of the surfaces mentioned , which in the leveled position of the plates 5, 6 a mutual movement of these plates in the direction of Plate level (arrows 26) inhibits.
  • projections 27 are provided on the support surfaces 24 and recesses 28 on the support surfaces 23, which are complementary to the projections 27; in the leveled position of the plates, the projections 27 snap into the recesses 28, so that there is mutual locking of the plates 5, 6.
  • an elastic and / or shock-absorbing insert or coating can be provided between the support surfaces 23 and the support surfaces 24.
  • the wings 23 provided on the support sections run from the edge 15 or 16 of the plate 5 or 6 in question, starting from the underside 21 of the plate, first rising steeply and then becoming flatter, which is advantageous for joining the plates to the plate pairs. From a geometrical point of view, it is favorable if such domed wings are shaped according to a toothing which, up to the leveled position of the plates 5, 6 of the respective pair of plates, enables the facing wings and supporting surfaces to slide or roll on one another, and in the leveled position (Fig .l to 3) locks these plates against movement to each other.
  • This surface shape corresponding geometrically to a toothing can extend up to the top side 19 of the plate.
  • the projections 27 can, as shown in FIGS. 1 to 4, be provided on the end edges 29 of the support sections 18, which can bring advantages when the plates are joined together, but it is also possible to place such projections 27 at other locations , e.g. slightly moved away from the edge of the support surfaces.
  • the wings 23 and the support surfaces 24 are largely flat; for mutual locking of the plates 5, 6, depressions 28, in which projections 27 engage, are also provided.
  • the two plates 5, 6 of a pair of plates lie on one another in a meandering manner on the underside 21 of the plate, so that the mutually facing edges of the plates 5 , 6 run on the underside of the plate following a meandering line 34. It This results in a very intimate cohesion of the plates 5, 6 forming a plate pair with one another.
  • the design of the sections of the plates of a pair of plates which are in contact or in engagement with one another can also be selected such that the mutually facing edges 15, 16 of the plates 5, 6 abut one another along the straight line 30 on the underside 21 of the plate, as a result of which both the manufacture of the plates and the sequence of the assembly process can be simplified; such a configuration is present in the embodiments shown in FIGS. 7 to 12.
  • Many details of these embodiments are designed analogously to the embodiments of FIGS. 1 to 6, and it is therefore possible to refer to the above discussions on FIGS. 1 to 6 in this context.
  • a cambered shape of the wings 23 is provided in the embodiment according to FIGS. 7 to 10, while the variant according to FIG. 12 has an essentially flat design of these wings 23.
  • projections 27, which engage in depressions 28, are arranged on the end edges of the support sections. However, as already mentioned above, such projections 27 can also be placed elsewhere in the region of the support surfaces.
  • the plates 5, 6 are shaped to be rounded upwards at the mutually facing edges 15, 16 from the underside 21 of the plate, the radius of curvature of this rounding being equal to or smaller than the distance 31 between the edges 15, 16 and the rail-side edges 32 of the plates 5, 6. This measure is also advantageous for an unrestrained process of inserting the plates.
  • the reinforcement 33 extends over the entire surface area of the plates 5, 6 and, as indicated by the broken line in FIG. 4, both in the support sections 17 and in the support sections 18 and in the edge strips 7 engages.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
  • Bridges Or Land Bridges (AREA)
  • Distribution Board (AREA)
  • Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
  • Insulated Conductors (AREA)
  • Finishing Walls (AREA)
  • Blinds (AREA)
  • Magnetic Heads (AREA)
  • Sewage (AREA)
  • Sewing Machines And Sewing (AREA)
  • Decoration Of Textiles (AREA)
  • Telephone Set Structure (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Ropes Or Cables (AREA)
  • Details Of Indoor Wiring (AREA)
  • Seats For Vehicles (AREA)
  • Insulating Bodies (AREA)

Abstract

Recouvrement de niveau avec des rails, pour voies ferrées (1), dans lequel l'espace (4) situé entre les deux rails d'une voie est recouvert par des plaques (5, 6) disposées par paires, prenant appui uniquement sur les rails (2, 3) et couvrant, de façon non soutenue, l'espace (13) compris entre les rails, les deux plaques des paires précitées étant assemblées de façon articulée. Les plaques (5, 6) de chaque paire présentent sur leurs bords opposés (15, 16), successivement, des sections de portée (17) et d'appui (18) s'interpénétrant alternativement, les sections de portée étant formées par des évidements (20) partant de la face supérieure de la plaque (19) et s'étendant vers le bord faisant face à l'autre plaque, cependant que sous les sections d'appui (18), des évidements (22) dirigés vers le haut sont formés à partir de la face inférieure (21) de la plaque, ces derniers étant complémentaires des évidements des sections de portée. Les sections d'appui de l'une des plaques sont situées sur les sections de portée de l'autre plaque, cependant que les sections d'appui de l'autre plaque sont situées sur les sections de portée de la première plaque. Les plaques de recouvrement au niveau des rails sont fabriquées avantageusement en béton et sont renforcées par une armature.
EP97925766A 1996-06-11 1997-06-11 Recouvrement de niveau avec des rails, pour voies ferrees Expired - Lifetime EP0904461B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI9630373T SI0904461T1 (en) 1996-06-11 1997-06-11 Covering level with rails for railway tracks

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AT1015/96 1996-06-11
AT101596 1996-06-11
AT0101596A AT405426B (de) 1996-06-11 1996-06-11 Schienengleiche eindeckung für gleise
PCT/AT1997/000122 WO1997047816A1 (fr) 1996-06-11 1997-06-11 Recouvrement de niveau avec des rails, pour voies ferrees

Publications (2)

Publication Number Publication Date
EP0904461A1 true EP0904461A1 (fr) 1999-03-31
EP0904461B1 EP0904461B1 (fr) 2001-11-28

Family

ID=3504957

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97925766A Expired - Lifetime EP0904461B1 (fr) 1996-06-11 1997-06-11 Recouvrement de niveau avec des rails, pour voies ferrees

Country Status (18)

Country Link
US (1) US6196470B1 (fr)
EP (1) EP0904461B1 (fr)
JP (1) JP3819938B2 (fr)
CN (1) CN1111227C (fr)
AT (2) AT405426B (fr)
AU (1) AU715906B2 (fr)
CA (1) CA2255943C (fr)
CZ (1) CZ290803B6 (fr)
DE (1) DE59705560D1 (fr)
DK (1) DK0904461T3 (fr)
ES (1) ES2164347T3 (fr)
HU (1) HU226366B1 (fr)
NO (1) NO313889B1 (fr)
PL (1) PL184279B1 (fr)
PT (1) PT904461E (fr)
SK (1) SK284517B6 (fr)
TW (1) TW340149B (fr)
WO (1) WO1997047816A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1158097A3 (fr) * 2000-05-22 2002-08-21 Gmundner Fertigteile Gesellschaft m.b.H. & Co. KG. Rails
FR3099936A1 (fr) 2019-08-13 2021-02-19 Eurl Lagar Concept Couverture amovible sur une voie ferrée

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AT410561B (de) * 1999-05-31 2003-06-25 Gmundner Fertigteile Gmbh Gleis
HU224236B1 (hu) 2001-12-14 2005-06-28 Attila Szebeni Vasúti acélhidaknál alkalmazható, egymáshoz csatlakoztatott elemekbõl álló, zaj- és rezgéscsökkentett mûanyag járólemezrendszer
AT6816U9 (de) 2002-12-13 2004-05-25 Gmundner Fertigteile Gmbh Tragwerk mit tragbalken
US7140512B2 (en) * 2004-01-20 2006-11-28 Taiwan Semiconductor Manufacturing Co. Interlocking lid for wet bench
AT500911B1 (de) * 2004-06-22 2006-10-15 Gmundner Fertigteile Gmbh Leiterschwellengleis
DE102005061564A1 (de) * 2005-12-22 2007-06-28 Gummiwerk Kraiburg Elastik Gmbh Plattenbaugruppe und Gleisübergangseinrichtung mit einer Plattenbaugruppe
ES2310091B1 (es) * 2006-05-31 2009-07-21 Serra Soldadura, S.A. Instalacion de carro desplazable en interaccion con un foso protegido .
EP2032409A1 (fr) * 2006-06-13 2009-03-11 Newstyle Nominees PTY LTD Croisement de voie ferrée
CZ303755B6 (cs) * 2008-11-18 2013-04-24 Sedlácek@Martin Zádlazbová deska, zvláste pro zádlazbu kolejového rostu
GB2466186A (en) * 2008-12-09 2010-06-16 Darren Edwards Railway Work Platform
CZ2010938A3 (cs) * 2010-12-15 2012-07-25 Prokop Rail A.S. Železnicní nebo tramvajová kolej se stavebnicovými prvky snižujícími hluk a vibrace a prostredek pro uložení stavebnicového prvku v železnicní nebo tramvajové koleji
US8662407B2 (en) * 2011-01-27 2014-03-04 Linda Thomas Railroad grade crossing system and method of assembly
US8864084B2 (en) * 2011-09-07 2014-10-21 Railway Equipment Company, Inc. Railway track switch cover system
US9816320B1 (en) 2014-01-24 2017-11-14 Roddie, Inc. Portable directional drill
CN104358190A (zh) * 2014-11-05 2015-02-18 北京恒丰金鑫材料有限公司 隐藏式可更换剪力铰
US9725957B2 (en) 2015-12-28 2017-08-08 Roddie, Inc. Hand-portable directional drill and method of use
USD866613S1 (en) 2016-04-11 2019-11-12 Roddie, Inc. Hand portable directional drill
CN111636271A (zh) * 2020-06-12 2020-09-08 广西路桥工程集团有限公司 一种可循环利用的超高性能混凝土装配式临时路面结构
US11920470B2 (en) 2021-06-28 2024-03-05 Roddie, Inc. Straddle seat pit launch directional drill

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US4093120A (en) * 1977-01-24 1978-06-06 Park Rubber Company Railroad crossing structure
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DE7719283U1 (de) * 1977-06-20 1977-10-27 Gummiwerk Kraiburg Gmbh & Co, 8264 Waldkraiburg Platte fuer schienengleiche bahnuebergaenge
NL194553C (nl) 1994-06-06 2002-07-02 Veldhoen Raalte B V Inrichting voor de geluidsisolatie van een spoorbaan.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1158097A3 (fr) * 2000-05-22 2002-08-21 Gmundner Fertigteile Gesellschaft m.b.H. & Co. KG. Rails
FR3099936A1 (fr) 2019-08-13 2021-02-19 Eurl Lagar Concept Couverture amovible sur une voie ferrée

Also Published As

Publication number Publication date
CA2255943A1 (fr) 1997-12-18
PL184279B1 (pl) 2002-09-30
DK0904461T3 (da) 2002-03-25
HUP0002071A3 (en) 2002-01-28
SK284517B6 (sk) 2005-05-05
ES2164347T3 (es) 2002-02-16
HU226366B1 (en) 2008-09-29
NO985767L (no) 1999-01-26
US6196470B1 (en) 2001-03-06
JP2000511606A (ja) 2000-09-05
PT904461E (pt) 2002-05-31
EP0904461B1 (fr) 2001-11-28
CN1221464A (zh) 1999-06-30
DE59705560D1 (de) 2002-01-10
NO985767D0 (no) 1998-12-09
SK170898A3 (en) 1999-06-11
WO1997047816A1 (fr) 1997-12-18
CA2255943C (fr) 2006-09-12
AT405426B (de) 1999-08-25
JP3819938B2 (ja) 2006-09-13
AU715906B2 (en) 2000-02-10
NO313889B1 (no) 2002-12-16
HUP0002071A2 (hu) 2000-10-28
AU3082697A (en) 1998-01-07
CN1111227C (zh) 2003-06-11
PL330321A1 (en) 1999-05-10
ATE209732T1 (de) 2001-12-15
CZ408098A3 (cs) 1999-05-12
TW340149B (en) 1998-09-11
ATA101596A (de) 1998-12-15
CZ290803B6 (cs) 2002-10-16

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