ATE529570T1 - FRAME THRESHOLD AND METHOD FOR THE PRODUCTION THEREOF - Google Patents
FRAME THRESHOLD AND METHOD FOR THE PRODUCTION THEREOFInfo
- Publication number
- ATE529570T1 ATE529570T1 AT03788802T AT03788802T ATE529570T1 AT E529570 T1 ATE529570 T1 AT E529570T1 AT 03788802 T AT03788802 T AT 03788802T AT 03788802 T AT03788802 T AT 03788802T AT E529570 T1 ATE529570 T1 AT E529570T1
- Authority
- AT
- Austria
- Prior art keywords
- sleeper
- frame
- concrete
- clamping
- prestress
- Prior art date
Links
- 241001669679 Eleotris Species 0.000 abstract 5
- 239000004567 concrete Substances 0.000 abstract 2
- 238000009415 formwork Methods 0.000 abstract 1
- 239000000463 material Substances 0.000 abstract 1
- 239000011513 prestressed concrete Substances 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 abstract 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/06—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed for the production of elongated articles
-
- 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
- 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
- E01B3/32—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
- E01B3/34—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement with pre-tensioned armouring or reinforcement
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Lock And Its Accessories (AREA)
Abstract
The invention relates to a single-piece prestressed concrete frame sleeper comprising two cross-ties and two longitudinal supports which extend underneath the rails. Each of the four intersecting zones of the cross-ties (1) and longitudinal supports (2) is provided with at least one flat area which supports at least one elastic rail-bearing element (5). Said frame sleeper is sized regarding the geometry, material properties, and prestress such that at least two rail fasteners comprising two elastic spring elements (4) can be mounted onto each intersecting zone. The inventive frame sleeper can be produced by using prestress with a direct bond and clamping frames (9) for biaxial reinforcement such that the newly concreted sleeper is stripped upwards without turning the formwork shell (8) only once the concrete has reached a first degree of hardness, is stored upside down until being completely hard, and is turned into the normal position thereof only once the clamping power has been transmitted to the concrete and the sleeper has been separated from the clamping frame (9).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE10254973A DE10254973A1 (en) | 2002-11-26 | 2002-11-26 | Frame sleeper with variable number of rail fastenings and method for manufacturing the sleeper |
| PCT/DE2003/003860 WO2004048695A1 (en) | 2002-11-26 | 2003-11-21 | Frame sleeper and method for the production thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ATE529570T1 true ATE529570T1 (en) | 2011-11-15 |
Family
ID=32308698
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AT03788802T ATE529570T1 (en) | 2002-11-26 | 2003-11-21 | FRAME THRESHOLD AND METHOD FOR THE PRODUCTION THEREOF |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP1573133B1 (en) |
| AT (1) | ATE529570T1 (en) |
| AU (1) | AU2003292972A1 (en) |
| DE (2) | DE10254973A1 (en) |
| WO (1) | WO2004048695A1 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2593426C (en) | 2004-02-16 | 2012-06-26 | Hermann Gruber | Tie for a ballasted track |
| DE102004019278B3 (en) * | 2004-04-21 | 2006-02-09 | Peter Dr.-Ing. Plica | Frame threshold for a railway ballast track |
| KR20100110906A (en) * | 2009-03-31 | 2010-10-14 | 한국철도공사 | Multi branch type tie for railroad |
| DE102013213241A1 (en) | 2013-07-05 | 2015-01-08 | Siemens Aktiengesellschaft | Rail for use of an eddy current brake |
| HUP1800227A2 (en) | 2018-06-27 | 2019-12-30 | Robert Csepke | Sleeper |
| CN116497638A (en) * | 2023-05-30 | 2023-07-28 | 广西柳州钢铁集团有限公司 | Rail joint double sleeper structure and manufacturing method |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1387184A (en) * | 1920-03-29 | 1921-08-09 | W F Lee | Roadbed construction |
| US1410185A (en) * | 1921-09-01 | 1922-03-21 | Peter C Ickes | Concrete tie |
| AU535324B2 (en) * | 1981-04-29 | 1984-03-15 | BTR Industries South Africa Ltd. | Rail fastener assembly |
| AT377806B (en) * | 1982-11-16 | 1985-05-10 | Dyckerhoff & Widmann Ag | RAILWAY CONSTRUCTION |
| DE4203895C2 (en) * | 1992-02-11 | 1996-08-29 | Dyckerhoff & Widmann Ag | Device for producing prefabricated components from prestressed concrete with immediate bond, in particular prestressed concrete sleepers |
| DE19708734C2 (en) * | 1997-03-04 | 2001-05-31 | Dorstener Maschf Ag | Method and device for producing plate-shaped or beam-shaped reinforced concrete parts, in particular reinforced concrete sleepers |
| AT408774B (en) * | 1997-09-10 | 2002-03-25 | Riessberger Klaus | UNDERRISING FOR RAILWAY TRACKS |
| DE19917179C1 (en) * | 1998-09-16 | 2000-11-16 | Peter Plica | Threshold frame for a ballast track on railways |
| DE19842312C1 (en) * | 1998-09-16 | 1999-12-09 | Peter Plica | Sleeper frame for railway bedding |
| AT410226B (en) * | 1999-03-22 | 2003-03-25 | Riessberger Klaus | Horizontal tie for railway track |
| DE10023389A1 (en) | 2000-05-12 | 2001-11-29 | Pfleiderer Infrastrukturt Gmbh | Reinforced concrete rail sleeper surmounts cross arms both sides reinforced parallel to rail with summated arm lengths less than sleeper interval. |
-
2002
- 2002-11-26 DE DE10254973A patent/DE10254973A1/en not_active Ceased
-
2003
- 2003-11-21 WO PCT/DE2003/003860 patent/WO2004048695A1/en not_active Ceased
- 2003-11-21 EP EP03788802A patent/EP1573133B1/en not_active Expired - Lifetime
- 2003-11-21 AU AU2003292972A patent/AU2003292972A1/en not_active Abandoned
- 2003-11-21 DE DE10394106T patent/DE10394106D2/en not_active Expired - Fee Related
- 2003-11-21 AT AT03788802T patent/ATE529570T1/en active
Also Published As
| Publication number | Publication date |
|---|---|
| EP1573133A1 (en) | 2005-09-14 |
| AU2003292972A1 (en) | 2004-06-18 |
| WO2004048695A1 (en) | 2004-06-10 |
| DE10254973A1 (en) | 2004-06-09 |
| DE10394106D2 (en) | 2005-10-20 |
| EP1573133B1 (en) | 2011-10-19 |
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