EP0826827A3 - Rubber insert for covering a cementious railway sleeper and method for installing the rubber insert in a sleeper - Google Patents
Rubber insert for covering a cementious railway sleeper and method for installing the rubber insert in a sleeper Download PDFInfo
- Publication number
- EP0826827A3 EP0826827A3 EP97810597A EP97810597A EP0826827A3 EP 0826827 A3 EP0826827 A3 EP 0826827A3 EP 97810597 A EP97810597 A EP 97810597A EP 97810597 A EP97810597 A EP 97810597A EP 0826827 A3 EP0826827 A3 EP 0826827A3
- Authority
- EP
- European Patent Office
- Prior art keywords
- rubber insert
- sleeper
- cement
- insert
- rubber
- 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.)
- Withdrawn
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
-
- 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
- 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
- E01B2204/13—Dowels for slabs, sleepers or rail-fixings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
Die vorliegende Erfindung betrifft eine Einlage aus Gummi zur Verkleidung einer Eisenbahnsschwelle (16) aus Zement. Die Gummi-Einlage bedeckt mindestens den unteren Teil der Schwelle, der beim Einbau im Verfüllzement (27) eingegossen wird. Gemäss der vorliegenden Erfindung weist die Gummi-Einlage entsprechend der Durchgangsöffnung (19, 20) für jede der Abstützstangen (21, 22) ein am Boden (1) der Einlage angeformtes Gummirohr (11 bis 14) auf, das sich bis auf die Höhe des oberen Randes (6) der Einlage erstreckt.The present invention relates to a rubber insert for covering a railroad tie (16) made of cement. The rubber insert is covered at least the lower part of the threshold, which when installing in the backfill cement (27) is poured. According to the present invention, the Rubber insert corresponding to the through opening (19, 20) for each of the Support rods (21, 22) a rubber tube formed on the bottom (1) of the insert (11 to 14) on that up to the height of the upper edge (6) of the Insert extends.
Dank dieser Gummirohre, in die die Abstützstangen (21, 22) eingeschoben werden, kann der während des Vergiessens sehr dünnflüssige Zement auf keinen Fall längs der Abstützstange aufsteigen und den Zwischenraum zwischen der Abstützstange (21, 22) und dem Zementblock der Schwelle (16) ausfüllen, wodurch eine starre Verbindung zwischen der Schwelle (16) und dem Füllzement (27) entstehen würde. Dadurch wird ein sehr wesentlicher Nachteil des Standes der Technik ausgeschaltet. Thanks to these rubber tubes, into which the support rods (21, 22) are inserted, the cement, which is very thin during pouring, can never rise along the support rod and the space between the support rod (21, 22) and the cement block of the sleeper (16) fill in, which would result in a rigid connection between the threshold (16) and the filling cement (27). This eliminates a very significant disadvantage of the prior art.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH2135/96 | 1996-08-30 | ||
CH213596A CH691602A5 (en) | 1996-08-30 | 1996-08-30 | Shoe in coating rubber of a concrete sleeper for railway tracks and mounting the rubber shoe in a sleeper. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0826827A2 EP0826827A2 (en) | 1998-03-04 |
EP0826827A3 true EP0826827A3 (en) | 1998-11-25 |
Family
ID=4226697
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP97810597A Withdrawn EP0826827A3 (en) | 1996-08-30 | 1997-08-25 | Rubber insert for covering a cementious railway sleeper and method for installing the rubber insert in a sleeper |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP0826827A3 (en) |
CH (1) | CH691602A5 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH693509A5 (en) * | 1998-12-04 | 2003-09-15 | Rex Articoli Tecnici Sa | Concrete sleeper with rubber coating shoe for railway tracks. |
BE1015814A5 (en) * | 2003-12-10 | 2005-09-06 | Vanhonacker Patrick | Track railway system installation and traverse to such a system. |
DE102009019683B4 (en) | 2009-04-30 | 2013-05-16 | Ulf Pahnke | Dynamically optimized ballast track with prestressed concrete sleepers |
KR101184606B1 (en) | 2010-02-02 | 2012-09-21 | 조경호 | Concrete ballast rail accepting dusproof pad having improved structure |
CN110219212A (en) * | 2019-06-20 | 2019-09-10 | 中铁四院集团岩土工程有限责任公司 | Non-fragment orbit sleeper hangs empty regulation method |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1275081B (en) * | 1963-12-12 | 1968-08-14 | Ferroviaires Soc | Railway superstructure with a continuous plate covering the substructure |
US4652495A (en) * | 1986-01-31 | 1987-03-24 | Japanese National Railways | Resilient coat for tie of direct-connection type track |
DE3539225A1 (en) * | 1985-11-05 | 1987-05-14 | Max Knape Gmbh & Co Fa | Method of installing a track grid |
EP0440597A1 (en) * | 1990-01-30 | 1991-08-07 | Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft | Superstructure and substructure of railway bed for rail vehicles |
-
1996
- 1996-08-30 CH CH213596A patent/CH691602A5/en not_active IP Right Cessation
-
1997
- 1997-08-25 EP EP97810597A patent/EP0826827A3/en not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1275081B (en) * | 1963-12-12 | 1968-08-14 | Ferroviaires Soc | Railway superstructure with a continuous plate covering the substructure |
DE3539225A1 (en) * | 1985-11-05 | 1987-05-14 | Max Knape Gmbh & Co Fa | Method of installing a track grid |
US4652495A (en) * | 1986-01-31 | 1987-03-24 | Japanese National Railways | Resilient coat for tie of direct-connection type track |
EP0440597A1 (en) * | 1990-01-30 | 1991-08-07 | Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft | Superstructure and substructure of railway bed for rail vehicles |
Also Published As
Publication number | Publication date |
---|---|
CH691602A5 (en) | 2001-08-31 |
EP0826827A2 (en) | 1998-03-04 |
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