ES2090923T3 - PROCEDURE FOR THE CONSTRUCTION OF WORKS UNDER A SUPPORT SLOPE OF A RAILWAY OR ANALOG. - Google Patents

PROCEDURE FOR THE CONSTRUCTION OF WORKS UNDER A SUPPORT SLOPE OF A RAILWAY OR ANALOG.

Info

Publication number
ES2090923T3
ES2090923T3 ES93402960T ES93402960T ES2090923T3 ES 2090923 T3 ES2090923 T3 ES 2090923T3 ES 93402960 T ES93402960 T ES 93402960T ES 93402960 T ES93402960 T ES 93402960T ES 2090923 T3 ES2090923 T3 ES 2090923T3
Authority
ES
Spain
Prior art keywords
exploration
frame
encachado
slope
railway
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 - Lifetime
Application number
ES93402960T
Other languages
Spanish (es)
Inventor
Jean Marie Beauthier
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Application granted granted Critical
Publication of ES2090923T3 publication Critical patent/ES2090923T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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

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)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Railway Tracks (AREA)

Abstract

PROCESO PARA LA CONSTRUCCION DE UNA OBRA BAJO UN TALUD DE SOPORTE DE UNA VIA FERREA (1) O DE UNA CALZADA, QUE CONSISTE EN SECCIONAR TEMPORALMENTE LA VIA (1) EN DERECHURA AL EMPLAZAMIENTO PREVISTO EN EL TALUD DE SOPORTE (2) DE ESTA VIA PARA EL PASO A REALIZAR, Y EN EFECTUAR UNA EXPLORACION (25) POR EXCAVACION DEL TERRENO EN ESTE EMPLAZAMIENTO, CARACTERIZADO EN QUE CONSISTE EN FABRICAR O DISPONER PREVIAMENTE, EN AL MENOS UN LADO DE LA EXPLORACION (25), EN CASO NECESARIO EN CADA UNO DE LOS DOS LADOS DE ESTA, POR AMBAS PARTES DEL TALUD Y EN FRENTE UNO DEL OTRO, AL MENOS UN ENCACHADO PLANO (3) DE SOPORTE Y DE GUIADO PARA UN MARCO HUECO (13) DE HORMIGON, EL MARCO (13) ES LLEVADO POR EL ENCACHADO (3) EN EL EXTERIOR DE LA EXPLORACION (25), PARA COLOCAR, PARALELAMENTE A LOS LADOS LATERALES DEL MARCO HUECO (13), AL MENOS UN CABLE DE TRACCION (20), ESTE CABLE (20) ESTA SOLIDARIZADO A UN EXTREMO DE UN PUNTO DE ANCLAJE FIJO (12, 28) MIENTRAS QUE EL OTRO EXTREMO ESTA COGIDO CON UN GATO (19) LLEVADO POR EL MARCO (13), DE MANERA QUE EL ESFUERZO DE TRACCION EJERCIDO SOBRE EL CABLE (20) POR EL GATO (129) SE TRADUCE, A CONSECUENCIA DE LA REACCION SOBRE EL ABOLLONAMIENTO DEL ANCLAJE (12, 28) POR UN EFECTO DE EMPUJE SOBRE EL MARCO (13) QUE DESLIZA PROGRESIVAMENTE SOBRE EL ENCACHADO (3) LUEGO SOBRE EL SUELO DE LA EXPLORACION (25), PARA ASEGURAR DIRECTAMENTE SU PENETRACION EN ESTA, DELANTE DEL ENCACHADO (3).PROCESS FOR THE CONSTRUCTION OF A WORK UNDER A SUPPORT SLOPE OF A RAILWAY (1) OR OF A ROAD, WHICH CONSISTS OF TEMPORARILY SECTIONING THE ROAD (1) IN RIGHT TO THE PLACE PROVIDED FOR IN THE SUPPORT SLOPE (2) OF THIS WAY FOR THE STEP TO BE CARRIED OUT, AND TO CARRY OUT AN EXPLORATION (25) FOR EXCAVATION OF THE LAND IN THIS SITE, CHARACTERIZED IN THAT IT CONSISTS OF MANUFACTURING OR PREPARING PREVIOUSLY, AT LEAST ONE SIDE OF THE EXPLORATION (25), IN CASE NECESSARY IN EACH ONE ON BOTH SIDES OF THIS, ON BOTH SIDES OF THE SLOPE AND IN FRONT OF THE OTHER, AT LEAST ONE FLAT (3) SUPPORT AND GUIDED FOR A HOLLOW FRAME (13) OF CONCRETE, THE FRAME (13) IS CARRIED BY THE ENCACHADO (3) ON THE OUTSIDE OF THE EXPLORATION (25), TO PLACE, PARALLEL ON THE SIDE SIDES OF THE HOLLOW FRAME (13), AT LEAST ONE TRACTION CABLE (20), THIS CABLE (20) IS SOLIDARIZED TO ONE END FROM A FIXED ANCHOR POINT (12, 28) WHILE THE OTHER END IS CAUGHT WITH A CAT (19) CARRIED BY THE FRAME (13), SO THAT THE TRACTION EFFORT EXERCISED ON THE CABLE (20) BY THE CAT (129) IS TRANSLATED, AS A RESULT OF THE REACTION ON THE DOCKING OF THE ANCHORAGE (12, 28) BY A PUSHING EFFECT ON THE FRAME (13) THAT SLIDES PROGRESSIVELY ON THE ENCACHADO (3) THEN ON THE FLOOR OF THE EXPLORATION (25), TO SECURE DIRECTLY ITS PENETRATION IN IT, IN FRONT OF THE ENCACHADO (3).

ES93402960T 1993-02-19 1993-12-07 PROCEDURE FOR THE CONSTRUCTION OF WORKS UNDER A SUPPORT SLOPE OF A RAILWAY OR ANALOG. Expired - Lifetime ES2090923T3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR9301939A FR2701734B1 (en) 1993-02-19 1993-02-19 Process for the construction of works under an embankment to support a railway or the like.

Publications (1)

Publication Number Publication Date
ES2090923T3 true ES2090923T3 (en) 1996-10-16

Family

ID=9444244

Family Applications (1)

Application Number Title Priority Date Filing Date
ES93402960T Expired - Lifetime ES2090923T3 (en) 1993-02-19 1993-12-07 PROCEDURE FOR THE CONSTRUCTION OF WORKS UNDER A SUPPORT SLOPE OF A RAILWAY OR ANALOG.

Country Status (4)

Country Link
EP (1) EP0611848B1 (en)
DE (1) DE69303593T2 (en)
ES (1) ES2090923T3 (en)
FR (1) FR2701734B1 (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2749331B1 (en) * 1996-06-03 1998-09-11 Beauthier Jean Marie DEVICE FOR PERFORMING AN UNDERGROUND CROSSING UNDER A TRAFFIC LANE
FR2777924B1 (en) * 1998-04-23 2000-06-23 Jean Marie Beauthier PROCESS FOR THE CONSTRUCTION OF A STRUCTURE UNDER A SUPPORT SLOPE OF A RAILWAY OR A PAVEMENT
NL1013611C2 (en) 1998-11-18 2000-07-03 Hattum & Blankevoort Bv Method of constructing passageway under existing road or railway, uses prefabricated sections driven through earth by hydraulic ram
EP1820934A1 (en) * 2006-02-17 2007-08-22 Aix Research Limited Method and system for forming a tunnel beneath a travelway
CN105113423B (en) * 2015-09-22 2017-06-09 中铁六局集团有限公司 A kind of railway jacked frame bridge bridge tie changes construction method
CN108930226A (en) * 2018-08-20 2018-12-04 中铁六局集团天津铁路建设有限公司 The construction method of jacked frame bridge upper box in the way of spreading slide plate
CN110359489B (en) * 2019-07-03 2024-04-26 鞍山三冶建筑工程有限公司 Large prefabricated pipe gallery pushing construction structure
CN110359491B (en) * 2019-07-03 2024-04-26 鞍山三冶建筑工程有限公司 Installation translation device of large-scale prefabricated piping lane
CN112502042A (en) * 2020-10-27 2021-03-16 中建三局基础设施建设投资有限公司 Construction method for improving jacking efficiency of large frame bridge
CN114718580B (en) * 2022-04-19 2023-07-11 中铁二院工程集团有限责任公司 Backfill foundation tunnel structure penetrating through giant karst cave and construction method
CN115094778B (en) * 2022-08-10 2023-01-06 北京城建设计发展集团股份有限公司 Method for connecting prefabricated T-shaped piers through bonded prestressed tendons and steel bars

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT388004B (en) * 1984-07-20 1989-04-25 Stern & Hafferl Supporting device for tracks
EP0245155B1 (en) * 1986-05-09 1990-01-03 Jean Marie Beauthier Process for carrying out works under railway tracks in operation
GB8927648D0 (en) * 1989-12-07 1990-02-07 Aeb Jacked Structures Ltd Improvements in and relating to forming a passageway through the ground

Also Published As

Publication number Publication date
DE69303593D1 (en) 1996-08-14
EP0611848B1 (en) 1996-07-10
FR2701734B1 (en) 1995-04-07
FR2701734A1 (en) 1994-08-26
EP0611848A1 (en) 1994-08-24
DE69303593T2 (en) 1996-11-21

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