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 thereby

Info

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
Application number
GB118275A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Bresso C L J
Genton J C
Original Assignee
Bresso C L J
Genton J C
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Bresso C L J, Genton J C filed Critical Bresso C L J
Priority to GB118275A priority Critical patent/GB1463632A/en
Publication of GB1463632A publication Critical patent/GB1463632A/en
Expired legal-status Critical Current

Links

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.
GB118275A 1975-01-10 1975-01-10 Method of positioning and underpass below another roadway by hydraulic drive-through and the constructive work obtained thereby Expired GB1463632A (en)

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)

* Cited by examiner, † Cited by third party
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. New road clearance for any width of this. (Machine-translation by Google Translate, not legally binding)
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

Cited By (18)

* Cited by examiner, † Cited by third party
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. New road clearance for any width of this. (Machine-translation by Google Translate, not legally binding)
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