HRP20151391T1 - Kompozitni željezniäśki prag - Google Patents
Kompozitni željezniäśki prag Download PDFInfo
- Publication number
- HRP20151391T1 HRP20151391T1 HRP20151391TT HRP20151391T HRP20151391T1 HR P20151391 T1 HRP20151391 T1 HR P20151391T1 HR P20151391T T HRP20151391T T HR P20151391TT HR P20151391 T HRP20151391 T HR P20151391T HR P20151391 T1 HRP20151391 T1 HR P20151391T1
- Authority
- HR
- Croatia
- Prior art keywords
- composite
- railway sleeper
- composite railway
- accordance
- rails
- Prior art date
Links
- 239000002131 composite material Substances 0.000 title claims 29
- 241001669679 Eleotris Species 0.000 title claims 23
- 239000000463 material Substances 0.000 claims 8
- 239000004033 plastic Substances 0.000 claims 5
- 230000002787 reinforcement Effects 0.000 claims 3
- 229910000831 Steel Inorganic materials 0.000 claims 2
- 230000005540 biological transmission Effects 0.000 claims 2
- 230000014759 maintenance of location Effects 0.000 claims 2
- 239000002184 metal Substances 0.000 claims 2
- 239000010959 steel Substances 0.000 claims 2
- 239000010920 waste tyre Substances 0.000 claims 2
- 230000001419 dependent effect Effects 0.000 claims 1
- 239000000835 fiber Substances 0.000 claims 1
- 239000012634 fragment Substances 0.000 claims 1
- 239000003292 glue Substances 0.000 claims 1
- 239000008187 granular material Substances 0.000 claims 1
- 230000003993 interaction Effects 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 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
- 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
-
- 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
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/16—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
- E01B3/18—Composite sleepers
-
- 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
- E01B3/36—Composite sleepers
-
- 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
- E01B3/44—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from other materials only if the material is essential
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02N—ELECTRIC MACHINES NOT OTHERWISE PROVIDED FOR
- H02N2/00—Electric machines in general using piezoelectric effect, electrostriction or magnetostriction
- H02N2/18—Electric machines in general using piezoelectric effect, electrostriction or magnetostriction producing electrical output from mechanical input, e.g. generators
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
- Railway Tracks (AREA)
- Laminated Bodies (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Manufacture Of Alloys Or Alloy Compounds (AREA)
- Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
- Train Traffic Observation, Control, And Security (AREA)
Claims (17)
1. Kompozitni željeznički prag (1; 50; 100) koji sadrži:
- vanjsku ovojnicu (2; 51; 101) načinjenu od kompozitnog plastičnog materijala;
- oblikovanu strukturalnu jezgru (3; 52; 102), načinjenu od materijala koji sadrži barem beton sadržan unutar navedenog vanjskog sloja (2; 51; 510; 101),
naznačen time što navedeni vanjski sloj (2; 51; 510; 101) u gornjem vanjskom dijelu čini (2a; 51a; 101a) dvije različite i suprotne skupine žljebova (4; 53) prikladne za prihvat kutnih vodećih ploča (G) koje su dio prethodno sastavljenog elastičnog sustava za učvršćivanje (64) za spajanje dviju odnosnih tračnica (R) s navedenim željezničkim pragom (1; 50; 100).
2. Kompozitni željeznički prag (1; 50; 100) sukladno Zahtjevu 1) naznačen time što su navedene različite i nasuprotne skupine žljebova (4; 53) simetrično organizirane u odnosu na transverzalnu os simetrije (Y) navedene vanjske ovojnice (2; 51; 101).
3. Kompozitni željeznički prag (1; 50; 100) sukladno Zahtjevu 1) ili 2) naznačen time što navedeni kompozitni plastični materijal sadrži recikliranu plastiku i/ili recikliranu gumu.
4. Kompozitni željeznički prag (1; 50; 100) sukladno Zahtjevu 3) naznačen time što navedena reciklirana guma uključuje fragmente, izlizana vlakna, granule ili slično nastalo rezanjem guma kojima je istekao rok trajanja (EoLT).
5. Kompozitni željeznički prag (50; 100) sukladno bilo kojem od prethodnih Zahtjeva, naznačen time što navedeni materijal navedene strukturalne jezgre (52; 102) sadrži čelik, u obliku naglašenog ojačanja (60), smještenog u navedeni beton, i svijenog dijela za zadržavanje i podršku (59) na koji su navedena naglašena ojačanja (60) zavarena.
6. Kompozitni željeznički prag (50; 100) sukladno bilo kojem od prethodnih Zahtjeva, naznačen time što navedeni materijal navedene oblikovane strukturalne jezgre (52; 102) sadrži mješavinu plastičnog materijala i reciklirane gume, u obliku para kompozitno bolikovanih blokova (55, 56; 105, 106) smještenih u navedeni beton i povezanih pomoću jedne ili više čeličnih šipaka (57) smještenih u navedeni beton.
7. Kompozitni željeznički prag (50; 100) sukladno Zahtjevu 6) kada je ovisno o Zahtjevu 5) naznačen time što svaki od navedenih naglašenih elemenata za ojačavanje (60) predstavlja u skladu s barem jednim rubom stranice vodeći zub (62) koji pristaje u kanal vertikale (63) načinjene u barem jednoj od suprotnih strana svakog od navedenih kompozitno oblikovanih blokova (55, 56; 105, 106).
8. Kompozitni željeznički prag (50; 100) sukladno bilo kojem od prethodnih Zahtjeva naznačen time što sadrži metalnu otpornu ploču (58; 108) stabilno spojenu iznad navedene oblikovane strukturalne jezgre (52; 101) i sadržanu unutar navedenog vanjskog sloja (51; 101).
9. Kompozitni željeznički prag (50; 100) sukladno Zahtjevu 8) kada je ovisno o Zahtjevu 5) naznačen time što navedeno metalno ojačanje (58; 108) predstavlja više utora (65) prikladnih za propuštanje navedenog betona kada je unesen u navedenu svinutu ploču za zadržavanje i potporu (59).
10. Kompozitni željeznički prag (50; 100) sukladno bilo kojem od prethodnih Zahtjeva naznačen time što svaka od bočnih strana navedenog vanjskog omotača (51; 510; 101) predstavlja oblik "S" (51’) a niži dio (51b; 510b; 101b) Kompozitni željeznički prag navedenog vanjskog sloja predstavlja mrežu (51prikladnu da poveća i poboljša interakciju između balasta i navedenog željezničkog praga (50; 100), pridonoseći povećanju čvrstoće bočnog pomicanja pruge tijekom prolaska vlaka.
11. Kompozitni željeznički prag (1; 50; 100) sukladno bilo kojem od prethodnih Zahtjeva, naznačen time što je navedeni vanjski sloj (2; 51;101) složeno tijelo, koje sadrži gornji dio (5; 70) i donji dio (6; 71) spojene pomoću sustava poluga (7; 72) i ljepila visoke snage.
12. Kompozitni željeznički prag (50) sukladno bilo kojem od prethodnih Zahtjeva, naznačen time što je navedena vanjska ovojnica (510) jedinstveno tijelo prikladno za osiguravanje jednolikog prekrivanja bez spojeva.
13. Kompozitni željeznički prag (1; 50; 100) sukladno Zahtjevu 11) naznačen time što sadrži sustav piezoelektričnog tipa (103) spojen s navedenom oblikovanom strukturalnom jezgrom (102) i u izravnom kontaktu s unutarnjom površinom, neposredno ispod navedene tračnice, navedenog vanjskog omotača (101), prikladnog za pokretanje pritiskom na navedeni kompozitni željeznički prag (1; 50; 100) prolazom vlaka po tračnicama kako bi se proizvela električna energija i prenijela putem kablova (111) do vanjskog akumulatora, čineći je dostupnom na mreži.
14. Kompozitni željeznički prag (1; 50; 100) sukladno Zahtjevu 13) kada je Zahtjev 11) ovisan o Zahtjevu 6) naznačen time što navedeni piezoelektrični sustav (103) sadrži električni kontakt (110) smješten u šupljinu (107) načinjenu barem na gornjem dijelu (105a; 106a) barem jednog od navedenih kompozitno oblikovanih blokova (55, 56; 105, 106).
15. Kompozitni željeznički prag (1; 50) sukladno bilo kojem od prethodnih Zahtjeva naznačen time što sadrži satelitski sustav prijenosa podataka (115) spojen s navedenim vanjskim omotačem (2; 51; 101) i prikladan za pokretanje pritiskom na navedeni kompozitni željeznički prag (1; 50; 100) prolazom vlaka prugom i prijenosom u realnom vremenu barem sljedećih podataka: brzina vlaka, duljina, broj vagona, uvjeti na pruzi, udaljenost između dva uzastopna vlaka i udaljenosti između dva suprotna vlaka.
16. Kompozitni željeznički prag (1; 50; 100) sukladno Zahtjevu 15), naznačen time što je navedeni sustav prijenosa podataka (115) integriran u ploču ispod tračnica (114) smještenu u prostor (113) načinjen na gornjoj površini (2a; 51a; 101a) navedenog vanjskog sloja (2; 51; 101) i povezanim s vanjskim prijenosnikom signala putem žičanog kabla.
17. Željeznička pruga koja sadrži:
- par tračnica (R) paralelne i odvojene pomoću prethodno učvršćenog mjerača;
- više kompozitnih željezničkih pragova (1; 50; 100), postavljenih pretežno između navedenih tračnica jedan iza drugoga i međusobno razmaknuti na takav način da određuju linearni smjer međusobno paralelno i upućuju smjer definiran navedenim tračnicama i prikladan za smještanje superiorno blizu podlozi, svaki od navedenih kompozitnih željezničkih pragova (1; 50; 100) uključuje:
• vanjski omotač (2; 51; 101) načinjen od kompozitnog plastičnog materijala;
• oblikovanu strukturalnu jezgru (3; 52; 102), načinjenu od materijala koji sadrži barem beton sadržan unutar navedenog vanjskog omotača (2; 51; 101);
- prethodno složeni sustav učvršćivanja elastičnog tipa (64) koji spaja svaku od navedenih tračnica s navedenim željezničkim pragom (1; 50; 100), naznačena time što navedeni vanjski omotač (2; 51; 101) u gornjem vanjskom dijelu predstavlja (2a; 51a; 101a) dvije različite i suprotne skupine žljebova (4; 53) koji prihvaćaju kutne vodeće ploče (G) navedenih prethodno složenih sustava učvršćivanja (64).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP13425007 | 2013-01-14 | ||
| PCT/IB2014/058216 WO2014108868A1 (en) | 2013-01-14 | 2014-01-13 | Composite railway sleeper |
| EP14702087.9A EP2809846B1 (en) | 2013-01-14 | 2014-01-13 | Composite railway sleeper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| HRP20151391T1 true HRP20151391T1 (hr) | 2016-01-29 |
Family
ID=47845887
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| HRP20151391TT HRP20151391T1 (hr) | 2013-01-14 | 2015-12-18 | Kompozitni željezniäśki prag |
Country Status (31)
| Country | Link |
|---|---|
| US (2) | US9695554B2 (hr) |
| EP (1) | EP2809846B1 (hr) |
| JP (1) | JP6371311B2 (hr) |
| KR (1) | KR102240472B1 (hr) |
| CN (1) | CN104937170B (hr) |
| AU (1) | AU2014206083B2 (hr) |
| BR (1) | BR112015016724B1 (hr) |
| CA (1) | CA2897375C (hr) |
| CL (1) | CL2015001987A1 (hr) |
| DK (1) | DK2809846T3 (hr) |
| EA (1) | EA025408B1 (hr) |
| ES (1) | ES2558505T3 (hr) |
| HK (1) | HK1211064A1 (hr) |
| HR (1) | HRP20151391T1 (hr) |
| HU (1) | HUE027080T2 (hr) |
| IL (1) | IL239776B (hr) |
| MA (1) | MA38314B1 (hr) |
| ME (1) | ME02303B (hr) |
| MX (1) | MX360167B (hr) |
| MY (1) | MY172579A (hr) |
| NZ (1) | NZ711004A (hr) |
| PE (1) | PE20151680A1 (hr) |
| PL (1) | PL2809846T3 (hr) |
| PT (1) | PT2809846E (hr) |
| RS (1) | RS54493B1 (hr) |
| SA (1) | SA515360798B1 (hr) |
| SG (1) | SG11201505312YA (hr) |
| SI (1) | SI2809846T1 (hr) |
| TN (1) | TN2015000296A1 (hr) |
| UA (1) | UA114947C2 (hr) |
| WO (1) | WO2014108868A1 (hr) |
Families Citing this family (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3984500A1 (en) | 2011-10-19 | 2022-04-20 | Twelve, Inc. | Prosthetic heart valve devices |
| ES2419554B1 (es) * | 2012-02-17 | 2014-03-20 | Administrador De Infraestructuras Ferroviarias (Adif) | Traviesa aerodinámica de ferrocarril |
| EP2809846B1 (en) * | 2013-01-14 | 2015-11-04 | Greenrail S.r.l. | Composite railway sleeper |
| ES1130480Y (es) * | 2014-10-14 | 2015-10-14 | Aftrav Asociacion De Fabricantes De Traviesas | Suplemento para traviesa de ferrocarril |
| CN104859033A (zh) * | 2015-02-02 | 2015-08-26 | 光明铁道控股有限公司 | 一种混凝土枕模具用承轨槽板 |
| FR3048983A1 (fr) * | 2016-03-18 | 2017-09-22 | Alstom Transp Tech | Systeme de traverse a coque ameliore et troncon de voie ferree integrant un tel systeme |
| RU2631148C1 (ru) * | 2016-08-03 | 2017-09-19 | Геннадий Геннадьевич Лосев | Железобетонная шпала |
| GB2554718A (en) * | 2016-10-06 | 2018-04-11 | Oxford Plastic Sys Ltd | Railway sleeper |
| CN106522038A (zh) * | 2016-11-18 | 2017-03-22 | 宁夏黑金新型建材有限公司 | 复合铁轨枕木 |
| RU2653978C1 (ru) * | 2017-04-17 | 2018-05-15 | Геннадий Геннадьевич Лосев | Зубатая шпала |
| JP2019124091A (ja) * | 2018-01-19 | 2019-07-25 | 公益財団法人鉄道総合技術研究所 | まくらぎ、まくらぎ構造及び軌道 |
| KR102137864B1 (ko) | 2018-02-13 | 2020-07-24 | 박영준 | 철도 침목에 삽입하는 물성 및 파단도 탐지 및 자료 송출기 |
| RU2675743C1 (ru) * | 2018-06-13 | 2018-12-24 | Геннадий Геннадьевич Лосев | Шпала |
| CN108951309A (zh) * | 2018-08-17 | 2018-12-07 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | 一种橡胶颗粒混凝土轨枕 |
| RU2701074C1 (ru) * | 2019-02-07 | 2019-09-24 | Геннадий Геннадьевич Лосев | Способ изготовления шпалы, шпала для его осуществления |
| CN110593020B (zh) * | 2019-04-04 | 2021-06-04 | 洛阳双瑞橡塑科技有限公司 | 一种复合材料合成轨枕 |
| CN112030616B (zh) * | 2020-07-21 | 2021-08-24 | 中南大学 | 一种基于共振原理的减振发电轨枕 |
| RU205391U1 (ru) * | 2021-02-16 | 2021-07-13 | Федеральное государственное бюджетное образовательное учреждение высшего образования «Казанский государственный энергетический университет» | Шпала |
| CN113235328B (zh) * | 2021-05-15 | 2022-03-22 | 金龙 | 一种用于铁路施工的组合式构件 |
| CN113652903A (zh) * | 2021-09-17 | 2021-11-16 | 中建八局第二建设有限公司 | 一种轨道交通用铁路轨枕 |
| CN113833940B (zh) * | 2021-09-30 | 2023-05-23 | 中国铁路南昌局集团有限公司科学技术研究所 | 新型高强度救援钢枕、垫块承载组合及快速堆垛方法 |
| US20230175207A1 (en) * | 2021-12-02 | 2023-06-08 | Geotek, Llc | Composite railway tie |
| CN114315277B (zh) * | 2021-12-31 | 2022-09-20 | 同济大学 | 一种再生骨料及橡胶颗粒填充减振轨枕及其制备方法 |
| CN114395947B (zh) | 2022-03-21 | 2022-05-27 | 中国科学院地质与地球物理研究所 | 一种跨活动断裂可调节轨道装置 |
| CN115450074A (zh) * | 2022-10-18 | 2022-12-09 | 洛阳双瑞橡塑科技有限公司 | 一种合成轨枕 |
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