EP0236703A2 - Support de rail amortissant le bruit - Google Patents
Support de rail amortissant le bruit Download PDFInfo
- Publication number
- EP0236703A2 EP0236703A2 EP87100890A EP87100890A EP0236703A2 EP 0236703 A2 EP0236703 A2 EP 0236703A2 EP 87100890 A EP87100890 A EP 87100890A EP 87100890 A EP87100890 A EP 87100890A EP 0236703 A2 EP0236703 A2 EP 0236703A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- elastic intermediate
- intermediate layer
- sleepers
- further elastic
- rail
- 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
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
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
- E01B9/685—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
- E01B9/686—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape with textured surface
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/62—Rail fastenings incorporating resilient supports
-
- 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
-
- 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
- E01B2204/12—Floating rails or sleepers
Definitions
- the invention relates to a structure-borne sound-absorbing rail bearing for rail vehicles, in which the rails rest on sleepers, metal plates or the like, which are arranged against inclined elastic intermediate layers, such as rubber plates, rubber-metal bearings or the like, arranged on their circumference support the frame connected to the foundation, and in which a further elastic intermediate layer is arranged below the sleepers or the like, which rests only on the sleepers or the like or only on the foundation, so that o. between the further elastic intermediate layer and the sleepers . Like. Or there is a distance between the further elastic intermediate layer and the foundation.
- inclined elastic intermediate layers such as rubber plates, rubber-metal bearings or the like
- Structure-borne sound-absorbing rail bearings of the aforementioned type are designed so that their maximum deflection is achieved at full load.
- the distance between the further elastic intermediate layer and the sleepers or the like or between the further elastic intermediate layer and the foundation decreases more and more and finally - when the full load is reached - assumes the value zero.
- the further elastic intermediate layer function; it serves as a kind of emergency stop, which prevents damage to the rail bearing if the full load is exceeded.
- the structure-borne noise insulation is not optimal during this time.
- the average load occurring during the mentioned 95% of daily traffic, which is considered normal load is about 70 to 80% of full load.
- a particularly good structure-borne noise insulation would be advisable, because with less use of rail traffic, road traffic is also lower and the noise level due to road traffic is therefore considerably lower than during rush hour.
- the lower the noise level from road traffic the stronger the structure-borne noise emitted by the rail vehicles.
- the invention is therefore based on the object of designing the rail bearing of the type mentioned in such a way that optimum structure-borne sound insulation is achieved with normal loading of the rail bearing.
- the inclined elastic intermediate layers are dimensioned such that their maximum deflection is achieved even with normal loading of the rail bearing - which is exercised by a normally loaded rail vehicle - and that the distance between the further elastic intermediate layer and the thresholds or the distance between the further elastic intermediate layer and the foundation is dimensioned such that it assumes the value zero when the normal load of the rail bearing is reached, so that the further elastic intermediate layer or the like is then already used to support the sleepers. contributes when a rail vehicle with a slightly higher than normal load passes over the rail bearing.
- the further elastic intermediate layer is provided with recesses.
- the further elastic intermediate layer can also be provided with ribs, beads or the like, the beads being conical or pyramid-shaped in a further embodiment of the invention.
- the rail bearing shown in Fig. 1 consists of a rail 1 carrying, designed as a rib plate threshold 2, which is supported by inclined elastic intermediate layers 3 against the frame 4 connected to the foundation 4.
- Another elastic intermediate layer 6 is arranged on the foundation 4 such that a distance A2 remains between the threshold 2 and the surface of the elastic intermediate layer 6.
- the further elastic intermediate layer 6 is provided with recesses 7 on its upper side.
- a further elastic intermediate layer 6 is attached to the underside of the sleeper 2.
- beads 8 are provided, which are conical or pyramid-shaped.
- the beads 8 of the elastic intermediate layer 6 are at a distance A4 from the foundation 4.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Electrophonic Musical Instruments (AREA)
- Stringed Musical Instruments (AREA)
- Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
- Audible-Bandwidth Dynamoelectric Transducers Other Than Pickups (AREA)
- Bearings For Parts Moving Linearly (AREA)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT87100890T ATE56058T1 (de) | 1986-03-12 | 1987-01-23 | Koerperschalldaemmendes schienenlager. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE3608115 | 1986-03-12 | ||
| DE19863608115 DE3608115A1 (de) | 1986-03-12 | 1986-03-12 | Koerperschalldaemmendes schienenlager |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP0236703A2 true EP0236703A2 (fr) | 1987-09-16 |
| EP0236703A3 EP0236703A3 (en) | 1988-07-13 |
| EP0236703B1 EP0236703B1 (fr) | 1990-08-29 |
Family
ID=6296092
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP87100890A Expired - Lifetime EP0236703B1 (fr) | 1986-03-12 | 1987-01-23 | Support de rail amortissant le bruit |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP0236703B1 (fr) |
| AT (1) | ATE56058T1 (fr) |
| DE (2) | DE3608115A1 (fr) |
| ES (1) | ES2000630B3 (fr) |
| GR (1) | GR3000863T3 (fr) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0388190A1 (fr) * | 1989-03-15 | 1990-09-19 | Pandrol Limited | Semelles pour rails, et méthode de modification de voies de chemin de fer utilisant de telles semelles |
| EP0468397A1 (fr) * | 1990-07-26 | 1992-01-29 | Pfister Messtechnik GmbH | Ligne de mesure pour véhicules ferroviaires |
| US5725149A (en) * | 1995-07-26 | 1998-03-10 | Goossens; Armand | Support device for railway rails |
| EP0953681A1 (fr) * | 1998-04-30 | 1999-11-03 | BWG Butzbacher Weichenbau Gesellschaft mbH & Co. KG | Semelle pour rail de voie ferrée |
| BE1014215A3 (nl) * | 2001-06-06 | 2003-06-03 | G S Rand B V B A Fa | Dwarsligger met een regelbare demping en stijfheid voor een spoorweg. |
| CN106758554A (zh) * | 2016-12-30 | 2017-05-31 | 和振兴 | 一种轨枕式减振结构、无砟轨道及维修方法 |
| CN107059494A (zh) * | 2017-03-09 | 2017-08-18 | 和振兴 | 一种整体道床减振结构、无砟轨道及维修方法 |
| CN107905042A (zh) * | 2017-11-28 | 2018-04-13 | 西安卓控环保科技有限公司 | 一种可拆装钢轨减振扣件用侧向位移约束装置 |
| WO2023149809A1 (fr) * | 2022-02-02 | 2023-08-10 | Innoeco Polska Spółka Z Ograniczoną Odpowiedzialnością | Tampon actif sous traverse |
| EP4345210A1 (fr) * | 2022-09-27 | 2024-04-03 | Ortwein, Elisabeth | Dispositif de support de rails pour le support insonorisant d'un rail |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29706642U1 (de) | 1997-04-14 | 1997-08-28 | Spreepolymer Gummiwerke GmbH, 15526 Bad Saarow-Pieskow | Verbundsystem für hochpolymeres elastisches Plattenmaterial und frischem unabgebundenen Beton, insbesondere zur Schwingungsentkopplung und für den Unfallschutz |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH303959A (fr) * | 1952-10-13 | 1954-12-31 | S A Sidervia | Semelle élastique pour le support des rails de chemin de fer. |
| DE7718527U1 (de) * | 1977-06-11 | 1977-10-06 | Continental Gummi-Werke Ag, 3000 Hannover | Elastische schotterbettunterlage |
| DE2828713C2 (de) * | 1978-06-30 | 1987-04-30 | Clouth Gummiwerke AG, 5000 Köln | Schalldämmende Schienenlagerung |
| DE2933541A1 (de) * | 1979-08-18 | 1981-03-26 | Clouth Gummiwerke AG, 50733 Köln | Schalldaemmende schienenlagerung |
-
1986
- 1986-03-12 DE DE19863608115 patent/DE3608115A1/de not_active Withdrawn
-
1987
- 1987-01-23 AT AT87100890T patent/ATE56058T1/de not_active IP Right Cessation
- 1987-01-23 DE DE8787100890T patent/DE3764493D1/de not_active Expired - Lifetime
- 1987-01-23 ES ES87100890T patent/ES2000630B3/es not_active Expired - Lifetime
- 1987-01-23 EP EP87100890A patent/EP0236703B1/fr not_active Expired - Lifetime
-
1990
- 1990-09-25 GR GR90400215T patent/GR3000863T3/el unknown
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0388190A1 (fr) * | 1989-03-15 | 1990-09-19 | Pandrol Limited | Semelles pour rails, et méthode de modification de voies de chemin de fer utilisant de telles semelles |
| EP0468397A1 (fr) * | 1990-07-26 | 1992-01-29 | Pfister Messtechnik GmbH | Ligne de mesure pour véhicules ferroviaires |
| US5725149A (en) * | 1995-07-26 | 1998-03-10 | Goossens; Armand | Support device for railway rails |
| EP0953681A1 (fr) * | 1998-04-30 | 1999-11-03 | BWG Butzbacher Weichenbau Gesellschaft mbH & Co. KG | Semelle pour rail de voie ferrée |
| BE1014215A3 (nl) * | 2001-06-06 | 2003-06-03 | G S Rand B V B A Fa | Dwarsligger met een regelbare demping en stijfheid voor een spoorweg. |
| CN106758554A (zh) * | 2016-12-30 | 2017-05-31 | 和振兴 | 一种轨枕式减振结构、无砟轨道及维修方法 |
| CN106758554B (zh) * | 2016-12-30 | 2019-09-24 | 和振兴 | 一种轨枕式减振结构、无砟轨道及维修方法 |
| CN107059494A (zh) * | 2017-03-09 | 2017-08-18 | 和振兴 | 一种整体道床减振结构、无砟轨道及维修方法 |
| CN107905042A (zh) * | 2017-11-28 | 2018-04-13 | 西安卓控环保科技有限公司 | 一种可拆装钢轨减振扣件用侧向位移约束装置 |
| CN107905042B (zh) * | 2017-11-28 | 2023-12-19 | 成都卓控环保科技有限公司 | 一种可拆装钢轨减振扣件用侧向位移约束装置 |
| WO2023149809A1 (fr) * | 2022-02-02 | 2023-08-10 | Innoeco Polska Spółka Z Ograniczoną Odpowiedzialnością | Tampon actif sous traverse |
| EP4345210A1 (fr) * | 2022-09-27 | 2024-04-03 | Ortwein, Elisabeth | Dispositif de support de rails pour le support insonorisant d'un rail |
Also Published As
| Publication number | Publication date |
|---|---|
| DE3608115A1 (de) | 1987-09-17 |
| GR3000863T3 (en) | 1991-11-15 |
| ES2000630A4 (es) | 1988-03-16 |
| ES2000630B3 (es) | 1991-04-01 |
| EP0236703A3 (en) | 1988-07-13 |
| DE3764493D1 (de) | 1990-10-04 |
| EP0236703B1 (fr) | 1990-08-29 |
| ATE56058T1 (de) | 1990-09-15 |
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| EL | Fr: translation of claims filed | ||
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