EP1712734A1 - Méthode et appareil pour la construction des passages souterrains pour croiser les lignes ferroviaires avec une ou plusieurs voies - Google Patents
Méthode et appareil pour la construction des passages souterrains pour croiser les lignes ferroviaires avec une ou plusieurs voies Download PDFInfo
- Publication number
- EP1712734A1 EP1712734A1 EP05102837A EP05102837A EP1712734A1 EP 1712734 A1 EP1712734 A1 EP 1712734A1 EP 05102837 A EP05102837 A EP 05102837A EP 05102837 A EP05102837 A EP 05102837A EP 1712734 A1 EP1712734 A1 EP 1712734A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- railway line
- tracks
- underpass
- foundations
- slab
- 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
- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 title claims abstract description 7
- 238000009412 basement excavation Methods 0.000 claims description 13
- 238000013519 translation Methods 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 230000003068 static effect Effects 0.000 claims description 4
- 230000000750 progressive effect Effects 0.000 claims description 3
- 239000004809 Teflon Substances 0.000 claims description 2
- 229920006362 Teflon® Polymers 0.000 claims description 2
- 230000000284 resting effect Effects 0.000 claims description 2
- 239000003831 antifriction material Substances 0.000 claims 1
- 210000003323 beak Anatomy 0.000 description 6
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 230000000670 limiting effect Effects 0.000 description 2
- 230000002829 reductive effect Effects 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000003491 array Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- -1 that is Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/005—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit
Definitions
- Another purpose of the present invention is to perfect a method, and the relative apparatus, which allow to reduce the times for constructing the way that crosses the railway line, and to allow the excavation of all the material under the track simultaneously with the progressive insertion of the artefact.
- the closed monolithic structure 10 made of reinforced concrete, consists of: an upper slab 10a equipped with two supporting brackets protruding laterally, a lower slab 10b and two lateral baffle plates 10c and 10d, which connect the supporting slab 10a and the slab 10b and define the space serving the road that crosses the underpass 30.
- the shields 20 also have the function of ensuring the operativity of the excavation equipment and the system to evacuate the material excavated during the course of the excavation operations and simultaneous advance of the structure.
- the tracks 11 and 12 are self-supported without needing to be lifted and removed after being cut into segments.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Platform Screen Doors And Railroad Systems (AREA)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP05102837A EP1712734B1 (fr) | 2005-04-11 | 2005-04-11 | Méthode et appareil pour la construction des passages souterrains pour croiser les lignes ferroviaires avec une ou plusieurs voies |
AT05102837T ATE470783T1 (de) | 2005-04-11 | 2005-04-11 | Verfahren und vorrichtung zum aufbau einer unterführung die bahnlinien mit einer oder mehr schienen kreuzt |
DE602005021752T DE602005021752D1 (de) | 2005-04-11 | 2005-04-11 | Verfahren und Vorrichtung zum Aufbau einer Unterführung die Bahnlinien mit einer oder mehr Schienen kreuzt |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP05102837A EP1712734B1 (fr) | 2005-04-11 | 2005-04-11 | Méthode et appareil pour la construction des passages souterrains pour croiser les lignes ferroviaires avec une ou plusieurs voies |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1712734A1 true EP1712734A1 (fr) | 2006-10-18 |
EP1712734B1 EP1712734B1 (fr) | 2010-06-09 |
Family
ID=34939222
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP05102837A Not-in-force EP1712734B1 (fr) | 2005-04-11 | 2005-04-11 | Méthode et appareil pour la construction des passages souterrains pour croiser les lignes ferroviaires avec une ou plusieurs voies |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1712734B1 (fr) |
AT (1) | ATE470783T1 (fr) |
DE (1) | DE602005021752D1 (fr) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2915214A1 (fr) * | 2007-04-23 | 2008-10-24 | Francois Chalons | Bloc de circulation en beton pour pont rail. |
CN102102523A (zh) * | 2009-12-18 | 2011-06-22 | 上海市机械施工有限公司 | 一种地铁盾构平移的方法 |
WO2011144776A1 (fr) * | 2010-05-19 | 2011-11-24 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Tunnel poussé au moyen de segments successifs |
ES2393760A1 (es) * | 2010-12-16 | 2012-12-27 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Túnel empujado mediante tramos sucesivos. |
WO2012090013A3 (fr) * | 2010-12-28 | 2013-02-21 | Tunnel Holding Svizzera S.A. | Procédé et appareil permettant de réaliser des passages inférieurs ferroviaires |
CN103198218A (zh) * | 2013-04-01 | 2013-07-10 | 中铁工程设计咨询集团有限公司 | 近接隧道对高速铁路路基的风险评估方法和装置 |
CN107012889A (zh) * | 2017-03-17 | 2017-08-04 | 山东新活新材料科技有限公司 | 管廊的施工方法及管廊施工用模板组件 |
CN112627234A (zh) * | 2020-12-07 | 2021-04-09 | 中冶集团武汉勘察研究院有限公司 | 一种地下综合管廊施工设备及方法 |
CN115027507A (zh) * | 2022-06-07 | 2022-09-09 | 中铁二院工程集团有限责任公司 | 一种既有铁路用地边界内增设铁路线构造及列车运行方法 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114352288B (zh) * | 2021-12-30 | 2024-04-16 | 南京工大交通科学研究院(滁州)有限公司 | 一种盾构近距离上穿既有盾构隧道施工结构及施工方法 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH442404A (fr) * | 1966-08-04 | 1967-08-31 | Reymond Fritz | Procédé et installation pour la construction d'un passage sous voie et passage sous voie obtenu par ce procédé |
GB1322210A (en) * | 1970-05-05 | 1973-07-04 | Gewerk Eisenhuette Westfalia | Installations for driving underground tunnels or passages |
DE2802751A1 (de) * | 1978-01-23 | 1979-07-26 | Friedrich Bong | Ausbildung der schneiden (vortriebsbereich) bei vorgefertigten verpressbruecken |
DE3007708A1 (de) * | 1980-02-29 | 1981-09-10 | Bilfinger + Berger Bauaktiengesellschaft, 6800 Mannheim | Verfahren zur erhaltung der gleitebene direkt unterder sohle eines im durchpressverfahren einzubringenden bauwerks |
EP0309739A2 (fr) * | 1987-10-01 | 1989-04-05 | Alfred Kunz GmbH & Co. | Procédé de construction d'un tunnel à faible couverture sous les voies ferrées |
-
2005
- 2005-04-11 AT AT05102837T patent/ATE470783T1/de not_active IP Right Cessation
- 2005-04-11 EP EP05102837A patent/EP1712734B1/fr not_active Not-in-force
- 2005-04-11 DE DE602005021752T patent/DE602005021752D1/de active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH442404A (fr) * | 1966-08-04 | 1967-08-31 | Reymond Fritz | Procédé et installation pour la construction d'un passage sous voie et passage sous voie obtenu par ce procédé |
GB1322210A (en) * | 1970-05-05 | 1973-07-04 | Gewerk Eisenhuette Westfalia | Installations for driving underground tunnels or passages |
DE2802751A1 (de) * | 1978-01-23 | 1979-07-26 | Friedrich Bong | Ausbildung der schneiden (vortriebsbereich) bei vorgefertigten verpressbruecken |
DE3007708A1 (de) * | 1980-02-29 | 1981-09-10 | Bilfinger + Berger Bauaktiengesellschaft, 6800 Mannheim | Verfahren zur erhaltung der gleitebene direkt unterder sohle eines im durchpressverfahren einzubringenden bauwerks |
EP0309739A2 (fr) * | 1987-10-01 | 1989-04-05 | Alfred Kunz GmbH & Co. | Procédé de construction d'un tunnel à faible couverture sous les voies ferrées |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2915214A1 (fr) * | 2007-04-23 | 2008-10-24 | Francois Chalons | Bloc de circulation en beton pour pont rail. |
CN102102523A (zh) * | 2009-12-18 | 2011-06-22 | 上海市机械施工有限公司 | 一种地铁盾构平移的方法 |
WO2011144776A1 (fr) * | 2010-05-19 | 2011-11-24 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Tunnel poussé au moyen de segments successifs |
ES2370621A1 (es) * | 2010-05-19 | 2011-12-21 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Túnel empujado mediante tramos sucesivos. |
ES2393760A1 (es) * | 2010-12-16 | 2012-12-27 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Túnel empujado mediante tramos sucesivos. |
WO2012090013A3 (fr) * | 2010-12-28 | 2013-02-21 | Tunnel Holding Svizzera S.A. | Procédé et appareil permettant de réaliser des passages inférieurs ferroviaires |
CN103198218A (zh) * | 2013-04-01 | 2013-07-10 | 中铁工程设计咨询集团有限公司 | 近接隧道对高速铁路路基的风险评估方法和装置 |
CN103198218B (zh) * | 2013-04-01 | 2016-03-30 | 中铁工程设计咨询集团有限公司 | 近接隧道对高速铁路路基的风险评估方法和装置 |
CN107012889A (zh) * | 2017-03-17 | 2017-08-04 | 山东新活新材料科技有限公司 | 管廊的施工方法及管廊施工用模板组件 |
CN107012889B (zh) * | 2017-03-17 | 2018-06-29 | 山东新活新材料科技有限公司 | 管廊的施工方法及管廊施工用模板组件 |
CN112627234A (zh) * | 2020-12-07 | 2021-04-09 | 中冶集团武汉勘察研究院有限公司 | 一种地下综合管廊施工设备及方法 |
CN115027507A (zh) * | 2022-06-07 | 2022-09-09 | 中铁二院工程集团有限责任公司 | 一种既有铁路用地边界内增设铁路线构造及列车运行方法 |
CN115027507B (zh) * | 2022-06-07 | 2024-05-28 | 中铁二院工程集团有限责任公司 | 一种既有铁路用地边界内增设铁路线构造及列车运行方法 |
Also Published As
Publication number | Publication date |
---|---|
EP1712734B1 (fr) | 2010-06-09 |
ATE470783T1 (de) | 2010-06-15 |
DE602005021752D1 (de) | 2010-07-22 |
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