EP0833008B1 - Semelle sous traverse pour protection du ballast - Google Patents
Semelle sous traverse pour protection du ballast Download PDFInfo
- Publication number
- EP0833008B1 EP0833008B1 EP97402274A EP97402274A EP0833008B1 EP 0833008 B1 EP0833008 B1 EP 0833008B1 EP 97402274 A EP97402274 A EP 97402274A EP 97402274 A EP97402274 A EP 97402274A EP 0833008 B1 EP0833008 B1 EP 0833008B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- pad according
- sleeper
- concrete
- plate
- 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.)
- Expired - Lifetime
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
- 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 into 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 truncated.
- 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)
- Golf Clubs (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Road Paving Structures (AREA)
Description
caractérisée en ce qu'elle comprend, d'une part, une plaque de support dont la face supérieure noyée dans ledit béton est pourvue de moyens d'accrochage dans la traverse et de moyens d'échappement de l'air inclus dans ladite traverse lors de la coulée du béton et, d'autre part, un revêtement élastomère solidaire d'au moins la face inférieure de ladite plaque.
- la figure 1 représente une vue latérale en coupe d'un mode de réalisation de la semelle de l'invention assemblée sur une traverse,
- la figure 2 représente une vue de dessus de la semelle de l'invention selon le mode de réalisation de la figure 1,
- la figure 3 représente une vue latérale de détail de la semelle selon le mode de réalisation des figures 1 et 2,
- la figure 4 représente une vue latérale de détail en coupe de la semelle de l'invention selon une variante de réalisation,
- la figure 5 représente une vue latérale de détail d'un autre mode de réalisation de la semelle de l'invention.
Claims (9)
- Semelle pour traverse (T) de chemin de fer en béton (B) caractérisée en ce qu'elle comprend, d'une part, une plaque de support (1) dont la face supérieure (1a) noyée dans ledit béton (B) est pourvue de moyens d'accrochage (11) dans la traverse (T) et de moyens d'échappement (10) de l'air inclus dans ladite traverse (T) lors de la coulée du béton (B) et, d'autre part, un revêtement élastomère (2) solidaire d'au moins la face inférieure (1b) de ladite plaque (1).
- Semelle selon la revendication 1, caractérisée en ce que lesdits moyens d'accrochage sont constitués de protubérances (11) réalisées sur la face supérieure (1a) de ladite plaque (1).
- Semelle selon la revendication 1 ou 2, caractérisée en ce que lesdits moyens d'échappement de l'air inclus sont constitués de conduits (10) traversant ladite plaque (1).
- Semelle selon la revendication 3, caractérisée en ce que les extrémités (10a,10b) desdits conduits (10) sont évasées.
- Semelle selon les revendications 2 et 3, caractérisée en ce que lesdits conduits (10) sont réalisés à l'intérieur des protubérances (11).
- Semelle selon l'une des revendications 2 ou 5, caractérisée en ce que lesdites protubérances (11) sont constituées d'un corps central (11a) sensiblement cylindrique surmonté d'une tête (11b) élargie à profil tronconique.
- Semelle selon l'une des revendications précédentes, caractérisée en ce que le pourtour dudit revêtement élastomère (2) est replié et fixé à la périphérie de la face supérieure (1a) de la plaque de support (1).
- Semelle selon l'une des revendications précédentes, caractérisée en ce que le bord périphérique (1c) de la plaque de support (1) est en forme de spatule.
- Utilisation de la semelle selon l'une des revendications précédentes pour réaliser une voie de chemin de fer.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR9611872 | 1996-09-30 | ||
FR9611872A FR2753998B1 (fr) | 1996-09-30 | 1996-09-30 | Semelle sous traverse pour protection du ballast |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0833008A1 EP0833008A1 (fr) | 1998-04-01 |
EP0833008B1 true EP0833008B1 (fr) | 2002-08-28 |
Family
ID=9496177
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97402274A Expired - Lifetime EP0833008B1 (fr) | 1996-09-30 | 1997-09-30 | Semelle sous traverse pour protection du ballast |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP0833008B1 (fr) |
JP (1) | JPH10183503A (fr) |
KR (1) | KR19980025137A (fr) |
DE (1) | DE69714932T2 (fr) |
ES (1) | ES2185887T3 (fr) |
FR (1) | FR2753998B1 (fr) |
TW (1) | TW494163B (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2166732B2 (es) * | 2000-09-12 | 2003-07-01 | Plasticos Mondragon Sa | Suela bajo traviesa de hormigon para vias de alta velocidad. |
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 |
AT505117B1 (de) * | 2007-04-06 | 2009-05-15 | Semperit Ag Holding | Schwellenbesohlung |
AT505180B1 (de) * | 2007-04-06 | 2009-03-15 | Semperit Ag Holding | Belagsmaterial zur direkten anbindung an ein betonbauteil |
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 |
FR2983875B1 (fr) * | 2011-12-12 | 2016-12-23 | 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. |
AT513946B1 (de) | 2013-01-17 | 2014-12-15 | Getzner Werkstoffe Holding Gmbh | Bahnschwelle |
GB2582778A (en) * | 2019-04-02 | 2020-10-07 | Oxford Plastic Sys Ltd | Railway sleeper |
Family Cites Families (9)
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 |
AT405197B (de) * | 1990-01-30 | 1999-06-25 | Porr Allg Bauges | Gleisober- und gleisunterbau für schienengebundene fahrzeuge |
FR2664307B1 (fr) * | 1990-07-06 | 1995-03-31 | Etancheite Revetements Protect | Support de rail, et voie ferree obtenue avec de tels supports. |
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 |
FR2732046B1 (fr) * | 1995-03-20 | 1997-06-20 | Vagneux Traverses Beton | Procede de fabrication d'un support de rail de chemin de fer, et support susceptible d'etre obtenu par la mise en oeuvre de ce procede. |
-
1996
- 1996-09-30 FR FR9611872A patent/FR2753998B1/fr not_active Expired - Fee Related
-
1997
- 1997-09-17 JP JP9252053A patent/JPH10183503A/ja active Pending
- 1997-09-30 DE DE69714932T patent/DE69714932T2/de not_active Expired - Lifetime
- 1997-09-30 EP EP97402274A patent/EP0833008B1/fr not_active Expired - Lifetime
- 1997-09-30 KR KR1019970049860A patent/KR19980025137A/ko not_active Application Discontinuation
- 1997-09-30 ES ES97402274T patent/ES2185887T3/es not_active Expired - Lifetime
- 1997-11-25 TW TW086117658A patent/TW494163B/zh active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
Also Published As
Publication number | Publication date |
---|---|
ES2185887T3 (es) | 2003-05-01 |
FR2753998B1 (fr) | 1998-12-18 |
FR2753998A1 (fr) | 1998-04-03 |
DE69714932T2 (de) | 2003-03-27 |
EP0833008A1 (fr) | 1998-04-01 |
TW494163B (en) | 2002-07-11 |
JPH10183503A (ja) | 1998-07-14 |
DE69714932D1 (de) | 2002-10-02 |
KR19980025137A (ko) | 1998-07-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP0833008B1 (fr) | Semelle sous traverse pour protection du ballast | |
EP0434819B1 (fr) | Ancre de levage et de relevage notamment pour panneau de beton | |
EP1310594A1 (fr) | Procédé de construction d'une voie ferrée sur une dalle de béton et selle provisoire pour la mise en oeuvre de ce procédé | |
CA2410924C (fr) | Procede de construction d'une voie ferree sur une dalle de beton et selle provisoire pour la mise en oeuvre de ce procede | |
EP0152367B1 (fr) | Dispositif de formation de joint d'un dallage de type industriel, généralement en béton | |
FR2737231A1 (fr) | Joint de dilatation pour ouvrage routier | |
BE1005352A6 (fr) | Dispositif de support pour rails de voie ferree. | |
WO1994015022A1 (fr) | Butee isolante pour attache de rail de chemin de fer | |
EP0307291A1 (fr) | Tête de pont pour le passage transversal d'un fossé | |
FR2482646A1 (fr) | Profile formant regle perdue pour la construction de revetements de sol coules sur place | |
EP0360682A1 (fr) | Joint de dilatation pour dallage en béton | |
FR2683368A1 (fr) | Matelas absorbant le bruit. | |
EP0145609B1 (fr) | Platelage de passage à niveau | |
FR2781824A1 (fr) | Bordure a plaque de base | |
FR2978467A1 (fr) | Panneau de mur comprenant une peau de beton interieure et une peau de beton exterieure | |
EP0123666B1 (fr) | Appareil de fixation de contre-aiguille à coussinet de glissement pour aiguillage de voie de chemin de fer | |
FR2507724A1 (fr) | Tampon amortisseur en matiere synthetique cellulaire | |
FR2783535A1 (fr) | Element de protection pour chantier et barriere de protection pour chantier correspondante | |
FR2898917A1 (fr) | Rampant de raccordement pour un plateau sureleve de chaussee de circulation | |
FR2651520A3 (fr) | Dispositif pour elargir une plate-forme d'echafaudage. | |
EP1010843A1 (fr) | Dispositif formant pied pour piquet ou mât, notamment pour pied de tonelle ou panneau, et son procédé de fermeture | |
CH690986A5 (fr) | Dispositif d'attachement pour prothèse dentaire. | |
EP0129278A1 (fr) | Pièce pour fixation de rail et son procédé de fabrication | |
FR2560650A1 (fr) | Corps de retenue pour la fixation d'une feuille d'etanchement en matiere synthetique sur une base | |
EP0102856A2 (fr) | Chariot de transport de planches à voile |
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): DE ES FR GB IT |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;RO;SI |
|
AKX | Designation fees paid | ||
RBV | Designated contracting states (corrected) | ||
17P | Request for examination filed |
Effective date: 19981119 |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AT BE CH DE DK LI |
|
RBV | Designated contracting states (corrected) |
Designated state(s): DE ES FR GB IT |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
17Q | First examination report despatched |
Effective date: 20011126 |
|
GRAG | Despatch of communication of intention to grant |
Free format text: ORIGINAL CODE: EPIDOS AGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAH | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOS IGRA |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): DE ES FR GB IT |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REF | Corresponds to: |
Ref document number: 69714932 Country of ref document: DE Date of ref document: 20021002 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20021018 Year of fee payment: 6 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20021024 Year of fee payment: 6 |
|
GBT | Gb: translation of ep patent filed (gb section 77(6)(a)/1977) |
Effective date: 20021112 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2185887 Country of ref document: ES Kind code of ref document: T3 |
|
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: 20030530 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20030930 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: ES Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20031001 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20030930 |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FD2A Effective date: 20031001 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20160914 Year of fee payment: 20 Ref country code: IT Payment date: 20160909 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20160926 Year of fee payment: 20 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R071 Ref document number: 69714932 Country of ref document: DE |