EP0904461B1 - Schienengleiche eindeckung für gleise - Google Patents

Schienengleiche eindeckung für gleise Download PDF

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Publication number
EP0904461B1
EP0904461B1 EP97925766A EP97925766A EP0904461B1 EP 0904461 B1 EP0904461 B1 EP 0904461B1 EP 97925766 A EP97925766 A EP 97925766A EP 97925766 A EP97925766 A EP 97925766A EP 0904461 B1 EP0904461 B1 EP 0904461B1
Authority
EP
European Patent Office
Prior art keywords
slab
portions
slabs
carrying
indentations
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.)
Expired - Lifetime
Application number
EP97925766A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0904461A1 (de
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/de
Application granted granted Critical
Publication of EP0904461B1 publication Critical patent/EP0904461B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • 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 an identical roof covering for tracks where the between the two rails of a track with passable panels arranged in pairs is filled or bridged, which with at least one Only engage the edge strip in the tab compartments of the rails are supported on the rails and the distance between the Bridge the cantilever rails, whereby the two plates of the Plate pairs are joined together in an articulated manner.
  • Rail-like coverings for tracks are provided, to enable road vehicles to drive on track areas.
  • a particularly important area of application are level railroad crossings, i.e. crossing points of Street lanes with railway lines. It comes to storage the components that form the roadway in the track area of great importance because of the vehicles passing the transition, especially from the rail vehicles, considerable static and dynamic loads on traffic routes be exercised.
  • the elastic properties of the Track which is largely determined by the track bed are possible in the area of a rail-like transition not or only a little of the properties in question the track sections following such a transition be made to deviate. This seems feasible if the properties of the track bedding not by directly on the Components of the roadway superimposed on bedding elements have been changed become.
  • the monoplanet covering according to the invention at the beginning mentioned type is characterized in that the plates each Plate pair at their mutually facing edges are supported and with each plate along the other plate facing edge alternating meandering successive support sections and support sections are provided are, with the support sections through from the top of the plate outgoing and up to the other plate facing edge reaching depressions are formed and under the support sections starting from the underside of the plate, upwards directed depressions are formed, which are complementary to the depressions of the support sections are formed, and the support sections one plate on the support sections of the other Plate and the support sections of the other plate on the Support sections of one plate rest.
  • Zones of the plates of each plate pair can be at unfolded standing plates are simply put together, after which the plates smoothly leveling the pair of plates can be inserted between the rails, and it will be the Panels even when exposed to large loads, such as at the Heavy trucks roll over them, not being pushed apart.
  • a preferred embodiment which is characterized is that on those surfaces where the plates have a Plate pairs lie together, protrusions and complementary to the protrusions formed recesses into which the protrusions snap in, provided for mutual locking of the plates are the advantage that the cohesion of the plates one Even then, plate pairs are backed up over very long periods of time is when unfavorable vibrations hit the panels act.
  • Such crowning can be done on a plate one facing the other plate of the plate pair Edge outgoing surface section that extends from the bottom removing the plate and a subsequent one Surface section; approaching the bottom of the plate runs, be formed. If you want one of those Training of the plates additionally provide a latching it is advantageous if one trains them in such a way that the Front edges of the support sections downward projections and on the wings of the support portions to these protrusions complementary recesses are provided.
  • the domed wings are shaped according to a toothing, which up to leveled position of the plates of the respective plate pair a sliding movement or rolling movement of the facing one another Wings and supporting surfaces on top of each other and in the leveled position of these plates against movement of these Locks plates to each other.
  • a preferred one Embodiment is characterized in that the plates Concrete or a concrete-like composite material particulate aggregate and binder are formed and a Have reinforcement, which is over the slab surface extends and into the support sections and into the support sections and engages in the at least one sidebar.
  • the invention also relates to a rectangular drive-over plate for a rail-like trained as set out above Covering for tracks.
  • This plate is characterized by that the plate on the opposite of the said border Edge side in meandering succession of supporting sections and has support portions, wherein the support portions by by starting from the top of the plate and reaching to the edge depressions are formed above and under the support sections depressions starting from the underside of the plate are formed, which are complementary to the depressions of the support sections are shaped.
  • the plate made of concrete or a concrete-like composite material is formed from particulate aggregate and binder. It is also advantageous if one in the plate over the entire plate surface extending into the support sections and in the support sections and in the at least one edge strip sufficient reinforcement is provided.
  • a rail-like covering designed according to the invention for tracks the one between the two rails 2, 3 is one Track 1 lying space 4 with plates 5, 6 arranged in pairs filled or bridged. These plates 5, 6 have edge strips 7 which engage in the tab chambers 8 of the rails 2, 3, and there are between the edge strips 7 and the rails 2, 3 elastic profiles 9 with an approximately C-shaped cross section inserted. It is in this way the plates 5, 6 with their edge strips 7 on the rail foot 10 and laterally against the rail web 11 supported and upwards by engagement under the Rail head 12 held.
  • the plates 5, 6 bridge the Distance 13 between the rails 2, 3 self-supporting. It's on each of the plates 5, 6 several edge strips 7 are provided, which are spaced from each other by the for the rails 2, 3 provided fasteners 14 accessible. But you can also choose the plate dimensions and other Panel mounting arrangement only one on each panel Provide edge bar 7.
  • each plate 5 or 6 along the other Plate 6 or 5 facing edge alternating meandering successive support sections 17 and support sections 18 provided, the support portions 17 through by the Plate top 19 outgoing depressions 20 are formed, which extend to the edge facing the other plate; are underneath the support sections 18 from the underside of the plate 21 outgoing, upward, depressions 22 formed, and there are the support portions of the plate 5 on the Support sections of the plate 6 and the support sections of the plate 6 on the support sections of the plate 5; the depressions 20 are complementary to the depressions 22, so that the formed on the support sections 18 by the depressions 22 Support surfaces 24 substantially full on the depressions 20 wings formed on the support sections 17 23 rest.
  • the plates can also on the representation of such a plate in Fig.4 be pointed out.
  • the wings 23 provided in the support sections 17 have a cambered shape, and there is such a cambered Shape also in those provided on the support sections 18 Support surfaces 24 in front, and it is by this convex shape of the surfaces mentioned a form cohesion of the plates 5, 6th created, 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. Furthermore, are on the support surfaces 24 projections 27 and depressions 28 on the wings 23, which are complementary to the projections 27, intended; in the leveled position of the plates, the Projections 27 in the recesses 28, so that a mutual locking of the plates 5, 6 results.
  • an elastic and / or shock-braking effect Inlay or coating can be provided.
  • the wings 23 provided on the support sections extend from the edge 15 or 16 of the plate 5 or 6 in question, starting from the underside of the plate 21, first steep rising and then flattening, what kind of joining the plates to the plate pairs is advantageous. Geometric seen it is favorable if such a domed shape Wings are shaped according to a toothing, which to the leveled position of the plates 5, 6 of the respective Plate pair a sliding movement or rolling movement of the mutually facing wings and supporting surfaces on top of each other enables, and in the leveled position (Fig. 1 to 3) this Locks plates against movement to each other. This geometrically a surface shape corresponding to a toothing can be up to the Plate top 19 is enough.
  • the projections 27 can, as shown in FIGS. 1 to 4, provided on the end edges 29 of the support sections 18 be what can bring advantages when joining the panels together, but it is also possible to have such projections 27 elsewhere, e.g. slightly moved away from the edge of the support surfaces.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Railway Tracks (AREA)
  • Distribution Board (AREA)
  • Bridges Or Land Bridges (AREA)
  • Operating, Guiding And Securing Of Roll- Type Closing Members (AREA)
  • Finishing Walls (AREA)
  • Blinds (AREA)
  • Sewage (AREA)
  • Insulated Conductors (AREA)
  • Magnetic Heads (AREA)
  • Insulating Bodies (AREA)
  • Ropes Or Cables (AREA)
  • Seats For Vehicles (AREA)
  • Details Of Indoor Wiring (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Telephone Set Structure (AREA)
  • Decoration Of Textiles (AREA)
  • Sewing Machines And Sewing (AREA)
EP97925766A 1996-06-11 1997-06-11 Schienengleiche eindeckung für gleise Expired - Lifetime EP0904461B1 (de)

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
AT0101596A AT405426B (de) 1996-06-11 1996-06-11 Schienengleiche eindeckung für gleise
AT101596 1996-06-11
AT1015/96 1996-06-11
PCT/AT1997/000122 WO1997047816A1 (de) 1996-06-11 1997-06-11 Schienengleiche eindeckung für gleise

Publications (2)

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

Family

ID=3504957

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97925766A Expired - Lifetime EP0904461B1 (de) 1996-06-11 1997-06-11 Schienengleiche eindeckung für gleise

Country Status (18)

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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007076981A1 (de) * 2005-12-22 2007-07-12 Gummiwerk Kraiburg Elastik Gmbh Plattenbaugruppe und gleisübergangseinrichtung mit einer plattenbaugruppe
US9725957B2 (en) 2015-12-28 2017-08-08 Roddie, Inc. Hand-portable directional drill and method of use
US9816320B1 (en) 2014-01-24 2017-11-14 Roddie, Inc. Portable directional drill
USD866613S1 (en) 2016-04-11 2019-11-12 Roddie, Inc. Hand portable directional drill

Families Citing this family (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT410561B (de) * 1999-05-31 2003-06-25 Gmundner Fertigteile Gmbh Gleis
AT4372U1 (de) * 2000-05-22 2001-06-25 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
ES2310091B1 (es) * 2006-05-31 2009-07-21 Serra Soldadura, S.A. Instalacion de carro desplazable en interaccion con un foso protegido .
US7988066B2 (en) * 2006-06-13 2011-08-02 Newstyle Nominees Pty Ltd Rail track crossing
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
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
FR3099936B1 (fr) 2019-08-13 2021-10-15 Eurl Lagar Concept Couverture amovible sur une voie ferrée
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
WO2023278346A1 (en) 2021-06-28 2023-01-05 Roddie, Inc. Straddle seat pit launch directional drill

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1916620A (en) * 1931-06-19 1933-07-04 Johnson Warren Pavement and paving unit
US2839249A (en) * 1956-06-19 1958-06-17 Frank S Curtis Railroad track crossing
DE2360759A1 (de) 1973-12-06 1975-06-12 Diosgyoeri Gepgyar Vorschubeinrichtung vornehmlich fuer drehschmiedewalzwerke zur herstellung nahtloser rohre
US4093120A (en) * 1977-01-24 1978-06-06 Park Rubber Company Railroad crossing structure
DE7711191U1 (de) * 1977-04-07 1978-09-28 Straetner Geb. Buss, Anita, 4300 Essen Fahrbahnplatte fuer schienengleiche bahnuebergaenge
DE2727644C2 (de) * 1977-06-20 1983-06-30 Gummiwerk Kraiburg Elastik Gmbh & Co, 8261 Tittmoning Schienengleicher Bahnübergang
NL194553C (nl) * 1994-06-06 2002-07-02 Veldhoen Raalte B V Inrichting voor de geluidsisolatie van een spoorbaan.
BE1010487A6 (nl) * 1996-06-11 1998-10-06 Unilin Beheer Bv Vloerbekleding bestaande uit harde vloerpanelen en werkwijze voor het vervaardigen van dergelijke vloerpanelen.

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007076981A1 (de) * 2005-12-22 2007-07-12 Gummiwerk Kraiburg Elastik Gmbh Plattenbaugruppe und gleisübergangseinrichtung mit einer plattenbaugruppe
US9816320B1 (en) 2014-01-24 2017-11-14 Roddie, Inc. Portable directional drill
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

Also Published As

Publication number Publication date
JP3819938B2 (ja) 2006-09-13
SK170898A3 (en) 1999-06-11
HUP0002071A3 (en) 2002-01-28
JP2000511606A (ja) 2000-09-05
DE59705560D1 (de) 2002-01-10
SK284517B6 (sk) 2005-05-05
CN1221464A (zh) 1999-06-30
EP0904461A1 (de) 1999-03-31
AU715906B2 (en) 2000-02-10
AU3082697A (en) 1998-01-07
CZ408098A3 (cs) 1999-05-12
US6196470B1 (en) 2001-03-06
PL184279B1 (pl) 2002-09-30
HUP0002071A2 (hu) 2000-10-28
DK0904461T3 (da) 2002-03-25
NO985767D0 (no) 1998-12-09
ES2164347T3 (es) 2002-02-16
HU226366B1 (en) 2008-09-29
WO1997047816A1 (de) 1997-12-18
CN1111227C (zh) 2003-06-11
PL330321A1 (en) 1999-05-10
PT904461E (pt) 2002-05-31
CA2255943C (en) 2006-09-12
CZ290803B6 (cs) 2002-10-16
AT405426B (de) 1999-08-25
ATE209732T1 (de) 2001-12-15
ATA101596A (de) 1998-12-15
NO313889B1 (no) 2002-12-16
NO985767L (no) 1999-01-26
TW340149B (en) 1998-09-11
CA2255943A1 (en) 1997-12-18

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