EP0833008A1 - Unterlage unter einer Schwelle als Schutz zum Bettungsmaterial - Google Patents

Unterlage unter einer Schwelle als Schutz zum Bettungsmaterial Download PDF

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Publication number
EP0833008A1
EP0833008A1 EP97402274A EP97402274A EP0833008A1 EP 0833008 A1 EP0833008 A1 EP 0833008A1 EP 97402274 A EP97402274 A EP 97402274A EP 97402274 A EP97402274 A EP 97402274A EP 0833008 A1 EP0833008 A1 EP 0833008A1
Authority
EP
European Patent Office
Prior art keywords
plate
sole according
concrete
sole
conduits
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
EP97402274A
Other languages
English (en)
French (fr)
Other versions
EP0833008B1 (de
Inventor
Daniel Ollier
Joel Cailliau
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.)
POUR L'ETANCHEITE LES REVETEMENTS ET LES PROTECTIONS Ste
Allevard SA
Original Assignee
POUR L'ETANCHEITE LES REVETEMENTS ET LES PROTECTIONS Ste
Allevard 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 POUR L'ETANCHEITE LES REVETEMENTS ET LES PROTECTIONS Ste, Allevard SA filed Critical POUR L'ETANCHEITE LES REVETEMENTS ET LES PROTECTIONS Ste
Publication of EP0833008A1 publication Critical patent/EP0833008A1/de
Application granted granted Critical
Publication of EP0833008B1 publication Critical patent/EP0833008B1/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
    • 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
    • E01B3/42—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone combined with inserts of wood or other material
    • 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
    • E01B3/46—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from different materials
    • 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
    • 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
    • E01B2204/10—Making longitudinal or transverse sleepers or slabs in situ or embedding them

Definitions

  • the present invention relates to a sole for cross member of railway and its use.
  • this coating can only be applied to concrete when the latter is perfectly dry, which implies a period waiting after demolding and therefore a first follow-up storage, after coating, a second storage.
  • this coating is very sensitive to peeling, in particular on the edges of the crosspiece.
  • the object of the present invention is to solve the problems previous techniques satisfactorily.
  • a sole for a concrete railway sleeper characterized in that it comprises, on the one hand, a support plate, the upper face of which is embedded in said concrete, is provided with means for hooking in the cross-member and means for exhausting the air included in said cross-member during concrete pouring and, on the other hand, an elastomeric coating integral with at least the underside of said plate.
  • said means attachment consist of protrusions made on the face upper of said plate.
  • said means included air exhaust consist of through ducts said plate.
  • the ends of said conduits are flared.
  • said conduits are produced inside the protuberances.
  • said protuberances consist of a central body substantially cylindrical topped by an enlarged profile head tapered.
  • the periphery of said coating elastomer is folded over and attached to the periphery of the upper side of the support plate.
  • the peripheral edge of the support plate is shaped like a spatula.
  • the sole of the invention is incorporated into the cross member during the manufacturing.
  • Another object of the invention lies in the use of the previous sole to make a railway track.
  • Concrete sleepers are generally made in position inverted in molds, i.e. with their underside oriented upwards, it is particularly easy to anchor the sole in the crosses as soon as the concrete pouring is completed.
  • the mechanical connection between the cross member and the sole is very resistant and is all the stronger as the air from the inclusions which is likely to be trapped between the sole and the crosspiece, is evacuated.
  • the combination between the hanging means and the means exhaust of the invention therefore provides contact uniform of the upper surface of the sole with the concrete of the crosspiece on all facing surfaces.
  • Figure 1 shows a railway cross T equipped of the sole S of the invention.
  • the cross member T is made of concrete B and is filled, on all or part of its length in the lower part, of the sole S which is flush with the face lower.
  • the sole S consists, on the one hand of a support plate 1, the upper face of which is embedded in the concrete of the cross member T, and, on the other hand, an elastomeric coating 2 secured to at least the face bottom 1b of plate 1.
  • the support plate 1 is provided with hooking means in the concrete of sleeper T and air exhaust means included in sleeper T when pouring concrete B.
  • the attachment means are here produced in the form of protrusions 11 produced on the upper face of the plate 1.
  • the protrusions 11 consist of a central body 11a substantially cylindrical surmounted by an enlarged profile head 11b substantially frustoconical so as to strengthen the anchoring.
  • the means air exhaust are made in the form of conduits or orifices 10 crossing plate 1.
  • the periphery of the covering 2 is folded and fixed to the periphery of the upper face 1a of the support plate 1, this which reduces the risk of peeling.
  • conduits 10 are arranged inside and preferably in the center of the protrusions 11.
  • the coating 2 can also line the walls conduits 10. To optimize the evacuation of air through conduits 10 their internal ends 10a and external 10b are flared.
  • peripheral edge 1c of the support plate 1 is in the shape of a spatula, which, while improving the anchoring of the sole, eliminates any risk of peeling of the coating 2.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Golf Clubs (AREA)
  • Road Paving Structures (AREA)
EP97402274A 1996-09-30 1997-09-30 Unterlage unter einer Schwelle als Schutz zum Bettungsmaterial Expired - Lifetime EP0833008B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9611872A FR2753998B1 (fr) 1996-09-30 1996-09-30 Semelle sous traverse pour protection du ballast
FR9611872 1996-09-30

Publications (2)

Publication Number Publication Date
EP0833008A1 true EP0833008A1 (de) 1998-04-01
EP0833008B1 EP0833008B1 (de) 2002-08-28

Family

ID=9496177

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97402274A Expired - Lifetime EP0833008B1 (de) 1996-09-30 1997-09-30 Unterlage unter einer Schwelle als Schutz zum Bettungsmaterial

Country Status (7)

Country Link
EP (1) EP0833008B1 (de)
JP (1) JPH10183503A (de)
KR (1) KR19980025137A (de)
DE (1) DE69714932T2 (de)
ES (1) ES2185887T3 (de)
FR (1) FR2753998B1 (de)
TW (1) TW494163B (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1186709A2 (de) * 2000-09-12 2002-03-13 Plasticos Mondragon, S.A. Betonschwellensohle für ein Hochgeschwindigkeitsgleis
WO2008122065A1 (de) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Belagsmaterial zur direkten anbindung an ein betonbauteil
WO2008122066A1 (de) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Schwellenbesohlung
FR2983876A1 (fr) * 2011-12-12 2013-06-14 Fimor Semelle sous traverse et traverse a laquelle est solidarisee une telle semelle.
GB2582778A (en) * 2019-04-02 2020-10-07 Oxford Plastic Sys Ltd Railway sleeper

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10149308A1 (de) * 2001-10-01 2003-04-17 Rst Rail Systems And Technolog Verbundplatte zur unterseitigen Beschichtung bzw. Beohlung von Bahnschwellen
DE102004063636A1 (de) * 2004-12-31 2006-07-13 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Betonschwelle für hohe dynamische Lasten
KR100699548B1 (ko) 2005-08-31 2007-03-23 한국철도기술연구원 철도 자갈궤도용 방진침목패드
JP5461296B2 (ja) * 2010-05-14 2014-04-02 日本エラスター株式会社 スラブマット及びこれを備えたコンクリートスラブ構造体
AT12923U1 (de) 2011-04-15 2013-02-15 Getzner Werkstoffe Holding Gmbh Bahnschwelle
AT510835B1 (de) 2011-04-15 2012-07-15 Getzner Werkstoffe Holding Gmbh Bahnschwelle
AT513946B1 (de) 2013-01-17 2014-12-15 Getzner Werkstoffe Holding Gmbh Bahnschwelle
RU2756929C1 (ru) * 2021-01-28 2021-10-07 Камарян Хачатур Оганесович Подшпальная прокладка и способ ее изготовления, устройство железнодорожной шпалы с закрепленной в ней подшпальной прокладкой и способ соединения подшпальной прокладки с железнодорожной шпалой
RU209004U1 (ru) * 2021-08-31 2022-01-26 Открытое акционерное общество «Российские железные дороги» Подшпальная прокладка

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2511405A1 (fr) * 1981-08-12 1983-02-18 Luchaire Sa Dispositif amortisseur pour voie ferree traditionnelle et procede de preparation de plaques pour ledit dispositif
GB2207693A (en) * 1987-08-06 1989-02-08 Costain Concrete Company Limit Concrete railway sleepers
EP0440597A1 (de) * 1990-01-30 1991-08-07 Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft Gleisober- und Gleisunterbau für schienengebundene Fahrzeuge
EP0465390A1 (de) * 1990-07-06 1992-01-08 Societe Pour L'etancheite, Les Revetements Et Les Protections Gleis
EP0733738A1 (de) * 1995-03-20 1996-09-25 Societe Anonyme De Traverses En Beton Arme Systeme Vagneux Herstellungsverfahren für eine Eisenbahnschienenunterstützung und nach dem Verfahren hergstellte Unterstützung

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0593403A (ja) * 1991-04-30 1993-04-16 Nippon Steel Corp 防音鉄道軌道
JPH0688302A (ja) * 1991-07-05 1994-03-29 Nippon Steel Corp 防音レール
JPH0649801A (ja) * 1992-07-15 1994-02-22 Railway Technical Res Inst 弾性体を取り付けたまくらぎの製造方法
JP3432006B2 (ja) * 1994-06-30 2003-07-28 鉄道軌材工業株式会社 まくらぎ用防振ゴムの取付構造

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2511405A1 (fr) * 1981-08-12 1983-02-18 Luchaire Sa Dispositif amortisseur pour voie ferree traditionnelle et procede de preparation de plaques pour ledit dispositif
GB2207693A (en) * 1987-08-06 1989-02-08 Costain Concrete Company Limit Concrete railway sleepers
EP0440597A1 (de) * 1990-01-30 1991-08-07 Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft Gleisober- und Gleisunterbau für schienengebundene Fahrzeuge
EP0465390A1 (de) * 1990-07-06 1992-01-08 Societe Pour L'etancheite, Les Revetements Et Les Protections Gleis
EP0733738A1 (de) * 1995-03-20 1996-09-25 Societe Anonyme De Traverses En Beton Arme Systeme Vagneux Herstellungsverfahren für eine Eisenbahnschienenunterstützung und nach dem Verfahren hergstellte Unterstützung

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1186709A2 (de) * 2000-09-12 2002-03-13 Plasticos Mondragon, S.A. Betonschwellensohle für ein Hochgeschwindigkeitsgleis
ES2166732A1 (es) * 2000-09-12 2002-04-16 Plasticos Mondragon Sa Suela bajo traviesa de hormigon para vias de alta velocidad.
EP1186709A3 (de) * 2000-09-12 2002-07-03 Plasticos Mondragon, S.A. Betonschwellensohle für ein Hochgeschwindigkeitsgleis
WO2008122065A1 (de) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Belagsmaterial zur direkten anbindung an ein betonbauteil
WO2008122066A1 (de) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Schwellenbesohlung
FR2983876A1 (fr) * 2011-12-12 2013-06-14 Fimor Semelle sous traverse et traverse a laquelle est solidarisee une telle semelle.
FR2983875A1 (fr) * 2011-12-12 2013-06-14 Fimor Semelle sous traverse solidarisable a une traverse en beton ou analogue et traverse en beton ou analogue a laquelle est solidarisee une telle semelle sous traverse.
WO2013088073A1 (fr) * 2011-12-12 2013-06-20 Fimor Semelle sous traverse et traverse a laquelle est solidarisee une telle semelle
WO2013088072A1 (fr) * 2011-12-12 2013-06-20 Fimor Semelle sous traverse solidarisable a une traverse en béton ou analogue, traverse a laquelle est solidarisée une telle semelle et procédés de fabrication et moyens de moulage correspondants.
GB2582778A (en) * 2019-04-02 2020-10-07 Oxford Plastic Sys Ltd Railway sleeper

Also Published As

Publication number Publication date
DE69714932T2 (de) 2003-03-27
FR2753998B1 (fr) 1998-12-18
DE69714932D1 (de) 2002-10-02
JPH10183503A (ja) 1998-07-14
EP0833008B1 (de) 2002-08-28
TW494163B (en) 2002-07-11
FR2753998A1 (fr) 1998-04-03
ES2185887T3 (es) 2003-05-01
KR19980025137A (ko) 1998-07-06

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