HRP20000152B1 - Ballastless railway system - Google Patents
Ballastless railway systemInfo
- Publication number
- HRP20000152B1 HRP20000152B1 HR20000152A HRP20000152A HRP20000152B1 HR P20000152 B1 HRP20000152 B1 HR P20000152B1 HR 20000152 A HR20000152 A HR 20000152A HR P20000152 A HRP20000152 A HR P20000152A HR P20000152 B1 HRP20000152 B1 HR P20000152B1
- Authority
- HR
- Croatia
- Prior art keywords
- concrete
- bearing
- elastic layer
- slabs
- rubber
- Prior art date
Links
- 239000004567 concrete Substances 0.000 abstract 6
- 239000004570 mortar (masonry) Substances 0.000 abstract 2
- 239000011178 precast concrete Substances 0.000 abstract 1
Classifications
-
- 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
- E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
-
- 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
- E01B2204/09—Ballastless systems
-
- 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)
- Road Paving Structures (AREA)
- Revetment (AREA)
- Railway Tracks (AREA)
- Discharge Heating (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Abstract
Gornji stroj bez šljunka s prethodno proizvedenimbetonskim nosivim pločama (1), koje nose tračnice, te koje su dulje u uzdužnom nego u poprečnom smjeru gornjeg stroja, sadrži najmanje dva poligonalna udubljenja (2), koja se protežu odozgo prema dolje i otvorena su na dnu, pri čemu se mort podloge (6), koji stoji na donjoj podlozi (9), proteže barem u dva udubljenja (2), zatim sadrži prethodno proizveden gumeno-elastičan sloj (11), koji ima jedinstveno određenu debljinu radi čvrstoće, a nalazi se na unutarnjoj strani betonskih nosivih ploča (1) između predfabriciranih betonskih nosivih ploča (1) i morta podloge (6), pri čemu su betonske nosive ploče (1) raspoređene tako da su međusobno razmaknute sa svojim čeonim stranama, naznačen time, da gumeno-elastičan sloj (11), nadvisuje svoju betonsku nosivu ploču (1) na njenoj donjoj površini, uzduž barem jedne strane njenog opsega, i ima jedinstveno određenu debljinu radi čvrstoće, a bazni dio za spoj bez betona je oblikovan sa ispupčenim gumeno-elastičnim slojem između krajnjih površina betonskih nosivih ploča (1). Patent sadrži još 12 patentnih zahtjeva.The top machine without gravel with precast concrete bearing plates (1), which carry rails, and which are longer in the longitudinal direction than in the transverse direction of the top machine, contains at least two polygonal recesses (2), which extend from top to bottom and are open at the bottom , where the base mortar (6), standing on the lower base (9), extends at least into two recesses (2), then contains a previously produced rubber-elastic layer (11), which has a uniquely determined thickness for strength, and is on the inner side of the concrete load-bearing slabs (1) between the prefabricated concrete load-bearing slabs (1) and the base mortar (6), whereby the concrete load-bearing slabs (1) are arranged so that they are spaced from each other with their front sides, indicated by the fact that the rubber -elastic layer (11), overhangs its concrete bearing plate (1) on its lower surface, along at least one side of its circumference, and has a uniquely determined thickness for strength, and the base part for the joint without concrete is formed with a raised rubber-elastic layer between the end surfaces of concrete load-bearing slabs (1). The patent contains 12 more patent claims.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0050099A AT410329B (en) | 1999-03-19 | 1999-03-19 | Ballastless superstructure |
Publications (2)
Publication Number | Publication Date |
---|---|
HRP20000152A2 HRP20000152A2 (en) | 2001-04-30 |
HRP20000152B1 true HRP20000152B1 (en) | 2007-05-31 |
Family
ID=3492263
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
HR20000152A HRP20000152B1 (en) | 1999-03-19 | 2000-03-17 | Ballastless railway system |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1039030B1 (en) |
AT (1) | AT410329B (en) |
DE (1) | DE50012196D1 (en) |
HR (1) | HRP20000152B1 (en) |
HU (1) | HU221917B1 (en) |
SK (1) | SK3882000A3 (en) |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT409641B (en) * | 1999-04-13 | 2002-09-25 | Porr Allg Bauges | Ballastless superstructure with prefabricated concrete support plates as well as a procedure for the replacement of the same |
AT410808B (en) * | 2001-02-09 | 2003-08-25 | Porr Allg Bauges | Ballastless superstructure for rail-bound traffic |
DE10216573B4 (en) * | 2002-04-13 | 2013-04-04 | Max Bögl Bauunternehmung GmbH & Co. KG | Method for storing a concrete component and slab track |
AT413552B (en) * | 2004-04-08 | 2006-03-15 | Porr Technobau Und Umwelt Ag | SCOTTLESS CONSTRUCTION FOR RAIL-LINKED TRANSPORT |
AT500284B8 (en) * | 2004-04-14 | 2007-02-15 | Porr Technobau Und Umwelt Ag | PREPARED, PARTICULAR SLEEP, REINFORCED SUPPORT PLATE |
DE102004061165A1 (en) | 2004-12-16 | 2006-07-06 | Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg | Concrete carriageway for rail vehicles |
DE102005054820A1 (en) * | 2005-11-15 | 2007-05-24 | Rail.One Gmbh | Fixed carriageway for rail vehicles |
RU2493313C1 (en) * | 2012-03-05 | 2013-09-20 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Петербургский государственный университет путей сообщения" | Car track on concrete base |
RU174799U1 (en) * | 2017-08-14 | 2017-11-02 | Владимир Викторович Зыков | CONSTRUCTION OF THE TOP BASIS OF THE BALLOWLESS WAY OF HIGH-SPEED RAILWAYS |
RU177753U1 (en) * | 2017-11-15 | 2018-03-12 | Владимир Викторович Зыков | BEDROOM COMPOSITE CONCRETE |
HUP1800227A2 (en) | 2018-06-27 | 2019-12-30 | Robert Csepke | Sleeper |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE341014B (en) * | 1970-05-28 | 1971-12-13 | Akustikbyran Ab | |
IT1176498B (en) * | 1984-07-27 | 1987-08-18 | I P A Ind Prefabbricati Affini | COMPONENTS FOR RAILWAY LINES ON REINFORCED CONCRETE PLATES, WITHOUT MASS |
AT390976B (en) * | 1988-12-19 | 1990-07-25 | Porr Allg Bauges | METHOD FOR ESTABLISHING A GRAVEL-FREE TOP, AND A TOP MANUFACTURED BY THIS METHOD |
AT404037B (en) * | 1991-05-31 | 1998-07-27 | Porr Allg Bauges | Ballastless superstructure with rails |
IT1256209B (en) * | 1992-12-21 | 1995-11-29 | Coopsette Scrl | ARMING GROUP WITH RAIL SUPPORT BLOCKS TRANSVERSALLY HOUSED IN LONGITUDINAL CONTAINERS WITH INTERPOSITION OF ELASTIC ELEMENTS |
DE29620999U1 (en) * | 1996-12-05 | 1997-02-20 | Polymer-Chemie GmbH, 55566 Sobernheim | Sealing profile for sealing joints between wide concrete sleepers for track construction |
-
1999
- 1999-03-19 AT AT0050099A patent/AT410329B/en not_active IP Right Cessation
-
2000
- 2000-03-07 DE DE50012196T patent/DE50012196D1/en not_active Expired - Lifetime
- 2000-03-07 EP EP00890068A patent/EP1039030B1/en not_active Expired - Lifetime
- 2000-03-17 HU HU0001173A patent/HU221917B1/en not_active IP Right Cessation
- 2000-03-17 HR HR20000152A patent/HRP20000152B1/en not_active IP Right Cessation
- 2000-03-17 SK SK388-2000A patent/SK3882000A3/en unknown
Also Published As
Publication number | Publication date |
---|---|
SK3882000A3 (en) | 2000-11-07 |
HU0001173D0 (en) | 2000-05-28 |
DE50012196D1 (en) | 2006-04-20 |
HRP20000152A2 (en) | 2001-04-30 |
PL339048A1 (en) | 2000-09-25 |
HUP0001173A2 (en) | 2001-01-29 |
EP1039030A1 (en) | 2000-09-27 |
ATA50099A (en) | 2002-08-15 |
AT410329B (en) | 2003-03-25 |
EP1039030B1 (en) | 2006-02-08 |
HU221917B1 (en) | 2003-02-28 |
HUP0001173A3 (en) | 2001-02-28 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A1OB | Publication of a patent application | ||
AIPI | Request for the grant of a patent on the basis of a substantive examination of a patent application | ||
B1PR | Patent granted | ||
ODRP | Renewal fee for the maintenance of a patent |
Payment date: 20130314 Year of fee payment: 14 |
|
PBON | Lapse due to non-payment of renewal fee |
Effective date: 20140317 |