GB1463632A - Method of positioning and underpass below another roadway by hydraulic drive-through and the constructive work obtained thereby - Google Patents
Method of positioning and underpass below another roadway by hydraulic drive-through and the constructive work obtained therebyInfo
- Publication number
- GB1463632A GB1463632A GB118275A GB118275A GB1463632A GB 1463632 A GB1463632 A GB 1463632A GB 118275 A GB118275 A GB 118275A GB 118275 A GB118275 A GB 118275A GB 1463632 A GB1463632 A GB 1463632A
- Authority
- GB
- United Kingdom
- Prior art keywords
- underpass
- track
- traffic
- jacks
- plating
- 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.)
- Expired
Links
- 230000035515 penetration Effects 0.000 abstract 4
- 238000007747 plating Methods 0.000 abstract 4
- 238000005065 mining Methods 0.000 abstract 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
1463632 Tunnelling; underpass bridge J C GENTON and C L J BRESSO 10 Jan 1975 1182/75 Headings E1F and E1G A prefabricated underpass 29 is positioned below another traffic roadway, e.g. a railway track on an embankment, without stopping the traffic on the roadway by positioning a temporary supporting device or plating 20 which does not interfere with or disturb the track and which is designed to support the track exclusive of the momentary overloads due to the traffic, and hydraulically driving a penetration structure 26 including the prefabricated underpass 29 through the embankment, the penetration structure being provided with jacks 34, 36 which support the plating 20 and take over the momentary ovreloads at the times of passing of traffic. As described the plating 20 which supports the track consists of beams 21 positioned on each side of each rail and held in position by ties 22 (Fig. 10), the beams 21 being supported by transfer beams 23 which in turn are supported by girders 24 and vertical supports 25 (see Fig. 2). The penetration structure 26 consists of the prefabricated underpass 29 and a cutter shield 30. The structure 26 is thrust into the embankment by hydraulic jacks 27, this penetration being facilitated by action of a mining or cutting machine 31 working ahead of the structure 26. During the driving of the structure 26 any loads on the track due to traffic are transferred via the transfer beams 23 to jacks 36 carried by girders 35 on the cutter shield 30 and to jacks 34 mounted in holes 33 in the roof 32 of the underpass 29. During driving the structure 26 is guided by a device 40 (Fig. 7) mounted on the bottom of the front end of the structure 26. When the device 40 is raised earth will collect underneath the structure 26 and the structure will tend to be lifted or move upwardly and when the device 40 is lowered it will form furrows in the ground ahead of the structure which will then tend to move downwardly. When the underpass is in position the cutter shield 30 is removed, the jacks 34 are removed and the holes 33 plugged, ballast is restored between the track and the roof of the underpass and the plating 20 is removed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB118275A GB1463632A (en) | 1975-01-10 | 1975-01-10 | Method of positioning and underpass below another roadway by hydraulic drive-through and the constructive work obtained thereby |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB118275A GB1463632A (en) | 1975-01-10 | 1975-01-10 | Method of positioning and underpass below another roadway by hydraulic drive-through and the constructive work obtained thereby |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB1463632A true GB1463632A (en) | 1977-02-02 |
Family
ID=9717590
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB118275A Expired GB1463632A (en) | 1975-01-10 | 1975-01-10 | Method of positioning and underpass below another roadway by hydraulic drive-through and the constructive work obtained thereby |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB1463632A (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2591276A2 (en) * | 1986-05-09 | 1987-06-12 | Beauthier Jean Marie | Method for the construction of structures under railways in operation and device for the implementation of this method |
| FR2591275A2 (en) * | 1986-05-09 | 1987-06-12 | Beauthier Jean Marie | Method for the construction of structures under railways in service and device for the implementation of this method |
| FR2593549A1 (en) * | 1986-05-09 | 1987-07-31 | Beauthier Jean Marie | Method for constructing structures under railway tracks in service and device for the implementation of this method |
| EP0245155A1 (en) * | 1986-05-09 | 1987-11-11 | Jean Marie Beauthier | Process for carrying out works under railway tracks in operation |
| FR2651813A1 (en) * | 1989-09-14 | 1991-03-15 | Beauthier Jean Marie | PROCESS FOR THE CONSTRUCTION OF WORKS, IN PARTICULAR PASSAGES UNDER A RAILWAY. |
| US5129760A (en) * | 1989-12-07 | 1992-07-14 | Aeb Jacked Structures Limited | Forming a passageway through the ground |
| ES2076111A2 (en) * | 1992-09-29 | 1995-10-16 | Geofisica S R L Soc It Di | Provisional structure for the sustaination of railway lines. (Machine-translation by Google Translate, not legally binding) |
| WO1998049425A1 (en) * | 1997-04-30 | 1998-11-05 | Bilfinger + Berger Bauaktiengesellschaft | Method for building a tunnel under an existing construction |
| EP0990768A1 (en) * | 1998-09-30 | 2000-04-05 | Bilfinger + Berger Bauaktiengesellschaft | Method for building a tunnel construction under an existing railway track |
| ES2151364A1 (en) * | 1997-10-27 | 2000-12-16 | Alicantina De Construcciones I | Support for a railway track while building a passage underneath. |
| ES2301265A1 (en) * | 2004-03-08 | 2008-06-16 | Obras, Proyectos, Ecologia Y Medioambiente S.L. | Translation or push for concrete structures on railway without cutting rail traffic, involves building two semi structures in vicinity of site and transferring face in regard to cross road to its final position |
| WO2011144776A1 (en) * | 2010-05-19 | 2011-11-24 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Incremental tunnel |
| ES2370711A1 (en) * | 2008-02-26 | 2011-12-22 | Obras Y Proyectos, Ecología Y Medio Ambiente S.L. Opema S.L. | PUSHING OR TRANSFERING OF CONCRETE STRUCTURES UNDER THE RAILWAY RUNNING THE ROAD TO NOT INTERRUPT THE TRAFFIC. |
| ES2393760A1 (en) * | 2010-12-16 | 2012-12-27 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Tunnel pushed through successive sections. (Machine-translation by Google Translate, not legally binding) |
| CN103352702A (en) * | 2013-07-09 | 2013-10-16 | 中铁第四勘察设计院集团有限公司 | Receiving constructing method in shield tunnel |
-
1975
- 1975-01-10 GB GB118275A patent/GB1463632A/en not_active Expired
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2591276A2 (en) * | 1986-05-09 | 1987-06-12 | Beauthier Jean Marie | Method for the construction of structures under railways in operation and device for the implementation of this method |
| FR2591275A2 (en) * | 1986-05-09 | 1987-06-12 | Beauthier Jean Marie | Method for the construction of structures under railways in service and device for the implementation of this method |
| FR2593549A1 (en) * | 1986-05-09 | 1987-07-31 | Beauthier Jean Marie | Method for constructing structures under railway tracks in service and device for the implementation of this method |
| EP0245155A1 (en) * | 1986-05-09 | 1987-11-11 | Jean Marie Beauthier | Process for carrying out works under railway tracks in operation |
| FR2651813A1 (en) * | 1989-09-14 | 1991-03-15 | Beauthier Jean Marie | PROCESS FOR THE CONSTRUCTION OF WORKS, IN PARTICULAR PASSAGES UNDER A RAILWAY. |
| EP0418162A1 (en) * | 1989-09-14 | 1991-03-20 | Jean Marie Beauthier | Process for constructing structures, in particular railway underpasses |
| US5129760A (en) * | 1989-12-07 | 1992-07-14 | Aeb Jacked Structures Limited | Forming a passageway through the ground |
| ES2076111A2 (en) * | 1992-09-29 | 1995-10-16 | Geofisica S R L Soc It Di | Provisional structure for the sustaination of railway lines. (Machine-translation by Google Translate, not legally binding) |
| WO1998049425A1 (en) * | 1997-04-30 | 1998-11-05 | Bilfinger + Berger Bauaktiengesellschaft | Method for building a tunnel under an existing construction |
| ES2151364A1 (en) * | 1997-10-27 | 2000-12-16 | Alicantina De Construcciones I | Support for a railway track while building a passage underneath. |
| EP0990768A1 (en) * | 1998-09-30 | 2000-04-05 | Bilfinger + Berger Bauaktiengesellschaft | Method for building a tunnel construction under an existing railway track |
| ES2301265A1 (en) * | 2004-03-08 | 2008-06-16 | Obras, Proyectos, Ecologia Y Medioambiente S.L. | Translation or push for concrete structures on railway without cutting rail traffic, involves building two semi structures in vicinity of site and transferring face in regard to cross road to its final position |
| ES2370711A1 (en) * | 2008-02-26 | 2011-12-22 | Obras Y Proyectos, Ecología Y Medio Ambiente S.L. Opema S.L. | PUSHING OR TRANSFERING OF CONCRETE STRUCTURES UNDER THE RAILWAY RUNNING THE ROAD TO NOT INTERRUPT THE TRAFFIC. |
| WO2011144776A1 (en) * | 2010-05-19 | 2011-11-24 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Incremental tunnel |
| ES2370621A1 (en) * | 2010-05-19 | 2011-12-21 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Incremental tunnel |
| ES2393760A1 (en) * | 2010-12-16 | 2012-12-27 | Obras Y Proyectos, Ecología Y Medio Ambiente, S.L. (Opema) | Tunnel pushed through successive sections. (Machine-translation by Google Translate, not legally binding) |
| CN103352702A (en) * | 2013-07-09 | 2013-10-16 | 中铁第四勘察设计院集团有限公司 | Receiving constructing method in shield tunnel |
| CN103352702B (en) * | 2013-07-09 | 2016-05-04 | 中铁第四勘察设计院集团有限公司 | A kind of shield structure receives construction in hole |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PS | Patent sealed | ||
| PE20 | Patent expired after termination of 20 years |
Effective date: 19950109 |