EP1006239A1 - Traverse en beton et son chausson - Google Patents

Traverse en beton et son chausson Download PDF

Info

Publication number
EP1006239A1
EP1006239A1 EP99811070A EP99811070A EP1006239A1 EP 1006239 A1 EP1006239 A1 EP 1006239A1 EP 99811070 A EP99811070 A EP 99811070A EP 99811070 A EP99811070 A EP 99811070A EP 1006239 A1 EP1006239 A1 EP 1006239A1
Authority
EP
European Patent Office
Prior art keywords
groove
concrete body
shoe
rubber
concrete
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
EP99811070A
Other languages
German (de)
English (en)
Other versions
EP1006239B1 (fr
Inventor
Marco Favini
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.)
Rex Articoli Tecnici SA
Original Assignee
Rex Articoli Tecnici SA
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 Rex Articoli Tecnici SA filed Critical Rex Articoli Tecnici SA
Publication of EP1006239A1 publication Critical patent/EP1006239A1/fr
Application granted granted Critical
Publication of EP1006239B1 publication Critical patent/EP1006239B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/005—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/008—Drainage of track
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete

Definitions

  • the present invention relates to a railway sleeper made of concrete the preamble of claim 1.
  • the present invention therefore aims to overcome these disadvantages of remedy known thresholds and a new type of threshold with one Propose enveloping rubber shoe that is also on the open track can be used, and the bad weather, in particular the rain, without impairment of function or damage from wear and tear defies.
  • the threshold should be designed in such a way that any ingress of water and contaminants from the top Edge of the shoe made of rubber is prevented.
  • the drip tray of the concrete body must be in accordance with the present invention are provided with an upturned groove, into which the upper edge of the rubber lining shoe goes extends.
  • This groove which is not just a kind of labyrinth seal between the Shoe made of rubber and the concrete body of the threshold forms, but also nestled the upper edge of the rubber shoe against the concrete body holds and presses to a certain extent, even if according to the invention it is provided that between the outside of the groove and the upper edge of the rubber lining shoe a small space remains, which prevents vertical vibration and movement of the concrete body, which inevitably occur when a train passes through, without cushioning directly over the rubber lining shoe onto the base be transmitted.
  • Fig. 1 the embodiment of a threshold with a lining shoe made of rubber which is closest to that of the present invention represents prior art and the already published EP-97810597.1 of the same applicant, with 1 the concrete body Threshold referred to that in a cross section at right angles to the rail 2 is shown.
  • the rail 2 is by means of conventional mounting bracket 4th attached to the upper horizontal surface 3 of the concrete body 1.
  • the upper horizontal surface of the concrete body 1 does not necessarily have to consist of a single horizontal plane: This can, as in the Fig. 1 is shown, in one direction or the other suitable grooves laterally have next to the rail 2.
  • the definition of an upper horizontal Surface 3 is therefore to be understood in a wider sense, i.e. generally as the upper surface on which the rail 2 is attached.
  • the concrete body 1 has a lower horizontal Has surface 5 and a lining shoe 6 made of rubber, the an enveloping vessel with side walls 7, which forms the entire concrete body surrounded in its central area, and provided with an edge 8 is, the reinforcement 9 extends outward as a thickening.
  • the walls 12 and 13 and the two walls not visible in FIG. 1 in turn run in two levels 12 ', 12 ", or 13', 13", which differ from the horizontal surfaces 3 or 5 downwards (surfaces 12 'and 13') or upwards (surfaces 12 "and 13") up to about the middle area of the concrete body 1 extend.
  • the two longitudinal planes 12 ', 12 ", or 13', 13" and the end planes, which are not visible in FIG. 1, run vertically or slightly inclined outwards, both those from the upper surface 3 goes out as well as those that start from the lower surface 5. It is to specify that when talking about levels, not necessarily one flat surface is meant in the geometric sense, but also a surface, which is partly (i.e.
  • FIG. 2 shows the details of an area shown enlarged in cross section, in which the two named levels 13 ', 13 "come together, the inventive feature of the present invention based on a first Form of training shown.
  • the drip tray 14 of the concrete body 1 here is provided with an upwardly facing groove 15 into which the upper edge 8 of the rubber lining shoe 6 extends with a gap 16 remains free against the outside of the groove 15.
  • the gap has 16 the function, the transmission of vertical displacements of the concrete body 1 over the edge 8 to prevent rubber that is made of quite hard rubber there is vibration and thus noise from the concrete body 1 could be transferred directly to the substructure, the function of Vibration damping could be lost, which is the main purpose of the lining shoe made of rubber. So that a lateral clamping of the edge 8th the rubber lining shoe 6 is prevented in the groove 15, is sufficient lateral play of a few tenths of a millimeter, as it is primarily vertical Movements of the concrete body.
  • the shape of the groove base of the groove 15 according to the invention can be as desired can be selected, it being sufficient that this groove, as shown in FIG. 2 is turned upwards, i.e. that they are in the edge of the drip tray 14 extends from the bottom up.
  • FIG. 2 A special shape of the groove 15 is shown in FIG. 2.
  • the groove points 15 diverging side walls 17, 18, which is a V-shaped, itself form a groove that opens downwards.
  • This shape of the groove 15 points accordingly the rubber lining shoe 6 has an upper edge 8 with walls 19, 20 on, which form a V-shaped thickening with angles that with those of the groove 15th to match.
  • the upper edge 8 projects over a distance t into the concrete body 1 the threshold, which is at least as large as the thickness z of the edge 8 at the point at which the edge 8 in the lining shoe 6 transforms.
  • the advantage of the solution according to FIG. 2 is that an edge 8 arises, which has a large thickness and therefore great flexural rigidity. This provides the best sealing properties between the lining shoe 6 and the Concrete body 1 safely.
  • parallel grooves 21 can also be seen, which are on the inside of the lining shoe 6 made of rubber, which have the function to give elasticity to the rubber body, but within the scope of the present Invention play no role.
  • FIG. 3 shows another one in a manner very similar to that in FIG. 2 Embodiment of the present invention shown.
  • the same reference numerals used and indexed where necessary.
  • Fig. 3 it is shown that the groove 15 'with each other has parallel walls 22, 23 (or at right angles to the surface of the concrete substructure 11 in which the threshold is cemented).
  • the Liner shoe 6 accordingly has an upper edge 8 'that with walls 24, 25 which run parallel to one another and which are located in the groove 15 'in the concrete body 1 of the threshold extends over a distance t which is at least as large as the thickness z of the edge 8 'of the lining shoe 6.
  • This solution offers the advantage that it is very deep in a groove 15 'of great depth penetrating edges 8 of the lining shoe 6 can be used in such that the edge's effect as a labyrinth seal is enhanced without the risk that the edge 8 'of the lining shoe 6 jammed in the groove 15 'with parallel walls.
  • edge 8 'of the Liner shoes made of rubber an outward reinforcing thickening 26 can penetrate any shape, its mechanical flexural strength improved.
  • This represents another characteristic represents, according to the invention to all embodiments of the present invention can be applied regardless of the form of the corresponding in Grooves in the concrete body extending edge, and which the sealing effect between the edge 8, 8 'of the lining shoe 6 made of rubber and reinforced the concrete body 1.
  • the drip tray shows 14 except for the upward-facing groove 15 'and the parallel ones Walls 22, 23 have an inward groove 27 into which a nose-shaped protruding bump of the upper edge 8 'of the lining shoe 6 penetrates from rubber, with a space 28 upwards and a space 28 'remain free against the bottom of the groove 27.
  • This projecting Hump 29, which extends over the entire length of the edge 8 'of the lining shoe 6 extends causes the lining shoe 6 to be tight on the concrete body 1 remains nestled after it has been inserted once into the lining shoe 6 is.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
EP99811070A 1998-12-04 1999-11-19 Traverse en beton et son chausson Expired - Lifetime EP1006239B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH02415/98A CH693509A5 (it) 1998-12-04 1998-12-04 Traversina in cemento con scarpa di rivestimento in gomma per binari ferroviari.
CH241598 1998-12-04

Publications (2)

Publication Number Publication Date
EP1006239A1 true EP1006239A1 (fr) 2000-06-07
EP1006239B1 EP1006239B1 (fr) 2006-07-12

Family

ID=4233276

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99811070A Expired - Lifetime EP1006239B1 (fr) 1998-12-04 1999-11-19 Traverse en beton et son chausson

Country Status (3)

Country Link
EP (1) EP1006239B1 (fr)
AT (1) ATE333004T1 (fr)
CH (1) CH693509A5 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2778284A1 (fr) * 2013-03-11 2014-09-17 Sonneville AG Unité de blochet pour systèmes de voie ferrée
CN107109805A (zh) * 2015-01-14 2017-08-29 索纳维尔股份公司 用于铁路轨道系统的轨枕块单元
RU186427U1 (ru) * 2018-11-13 2019-01-21 Сонневиль Чехол резиновый полушпалы железобетонной для метрополитена

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4609144A (en) * 1984-04-27 1986-09-02 Stedef S.A. Railroad tie cover
FR2648489A1 (fr) * 1989-06-19 1990-12-21 Allevard Ind Sa Systeme de voie ferree sans ballast
DE4335516A1 (de) * 1993-10-19 1995-04-20 Phoenix Ag Schwellenschuh
DE4336516C1 (de) 1993-10-26 1995-04-27 Heisig Udo Gmbh Auffangbehälter
EP0826827A2 (fr) * 1996-08-30 1998-03-04 Rex Articoli Tecnici SA Elément en caoutchouc pour l'habillage d'une traverse de chemin de fer en béton et procédé d'installation de l'élément en caoutchouc dans une traverse de chemin de fer

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4609144A (en) * 1984-04-27 1986-09-02 Stedef S.A. Railroad tie cover
FR2648489A1 (fr) * 1989-06-19 1990-12-21 Allevard Ind Sa Systeme de voie ferree sans ballast
DE4335516A1 (de) * 1993-10-19 1995-04-20 Phoenix Ag Schwellenschuh
DE4336516C1 (de) 1993-10-26 1995-04-27 Heisig Udo Gmbh Auffangbehälter
EP0826827A2 (fr) * 1996-08-30 1998-03-04 Rex Articoli Tecnici SA Elément en caoutchouc pour l'habillage d'une traverse de chemin de fer en béton et procédé d'installation de l'élément en caoutchouc dans une traverse de chemin de fer

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2778284A1 (fr) * 2013-03-11 2014-09-17 Sonneville AG Unité de blochet pour systèmes de voie ferrée
WO2014139898A1 (fr) * 2013-03-11 2014-09-18 Sonneville Ag Unité de bloc de traverse pour des systèmes de rails de chemin de fer
US9752285B2 (en) 2013-03-11 2017-09-05 Sonneville Ag Sleeper block unit for railway track systems
CN105209689B (zh) * 2013-03-11 2018-01-23 索纳维尔股份公司 用于铁路轨道系统的轨枕块单元
RU2666992C2 (ru) * 2013-03-11 2018-09-13 Соннвиль Аг Узел шпального блока для систем рельсового пути
CN107109805A (zh) * 2015-01-14 2017-08-29 索纳维尔股份公司 用于铁路轨道系统的轨枕块单元
CN107109805B (zh) * 2015-01-14 2019-12-20 索纳维尔股份公司 用于铁路轨道系统的轨枕块单元
RU186427U1 (ru) * 2018-11-13 2019-01-21 Сонневиль Чехол резиновый полушпалы железобетонной для метрополитена

Also Published As

Publication number Publication date
ATE333004T1 (de) 2006-08-15
CH693509A5 (it) 2003-09-15
EP1006239B1 (fr) 2006-07-12

Similar Documents

Publication Publication Date Title
AT404038B (de) Querschwelle zur abstützung von schienen im bereich von weichen
DE2803021A1 (de) Baugruppe zur bildung eines niveaugleichen uebergangs einer strasse ueber ein bahnschienenpaar
EP1200676B1 (fr) Voie pour vehicules sur rails et element de protection approprie
DE102007029928A1 (de) Befülltes oder befüllbares Fahrzeugrückhaltesystem zum Begrenzen von Fahrbahnen
DE202008016244U1 (de) Stahl-Beton-Decke
EP1006239B1 (fr) Traverse en beton et son chausson
DE3326109C2 (de) Pflasterstein
DE202014101326U1 (de) Rundsilo mit Belüftungsdach
DE8807858U1 (de) Stahlbetonschlitzrohr zur Ableitung von Oberflächenwasser
DE19924891C1 (de) Schalldämmendes Schienenlager
DE69613744T2 (de) Schutzvorrichtung zum Verhindern des Eindringens von Wasser in eine Wand und zum Verbessern des Abführens von Wasser aus einer Wand
DE10131600B4 (de) Kabeltrog
DE102009030535B4 (de) Mehrteilige Schienenkammerfülleinrichtung
DE60106552T2 (de) Gleis für ein schienengebundenes Fahrzeug und eine ein derartiges Gleis enthaltende Einrichtung
EP1331310A2 (fr) Support élastique pour un rail à gorge
EP0826827A2 (fr) Elément en caoutchouc pour l'habillage d'une traverse de chemin de fer en béton et procédé d'installation de l'élément en caoutchouc dans une traverse de chemin de fer
DE102020106365A1 (de) Bodenschwelle
EP1182294B1 (fr) Voie ferrée et méthode d'obtention d'une telle voie
DE8906438U1 (de) Passive Schutzeinrichtung für Verkehrswege, insbesondere Leitschwelle
DE202018100597U1 (de) Gleiskörper mit Schienenauszugeinrichtung
DE4317494A1 (de) Schwelle
DE9408466U1 (de) Bahnsteig
DE20207670U1 (de) Fahrweg für eine Magnetschwebebahn
EP3511478A1 (fr) Cadre en matière plastique d'un caniveau ou d'une cheminée
DE10221590A1 (de) Schallabsorptionselement für einen Fahrweg einer Magnetschwebebahn

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT CH IT LI

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20001207

AKX Designation fees paid

Free format text: AT CH IT LI

REG Reference to a national code

Ref country code: DE

Ref legal event code: 8566

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT CH IT LI

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20060712

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ING. CARLO GAGGINI

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20070413

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20141126

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20141124

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20141127

Year of fee payment: 16

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 333004

Country of ref document: AT

Kind code of ref document: T

Effective date: 20151119

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151130

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151130

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151119

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20151119