EP1596010A1 - Verfahren, Vorrichtung und Brücke zur Herstellung einer Unterführung - Google Patents

Verfahren, Vorrichtung und Brücke zur Herstellung einer Unterführung Download PDF

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Publication number
EP1596010A1
EP1596010A1 EP04291226A EP04291226A EP1596010A1 EP 1596010 A1 EP1596010 A1 EP 1596010A1 EP 04291226 A EP04291226 A EP 04291226A EP 04291226 A EP04291226 A EP 04291226A EP 1596010 A1 EP1596010 A1 EP 1596010A1
Authority
EP
European Patent Office
Prior art keywords
slab
sails
work
main structure
main
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.)
Withdrawn
Application number
EP04291226A
Other languages
English (en)
French (fr)
Inventor
Jean-Yves Souply
Benôit Melen
Pierre Simonin
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.)
Quille SA
Original Assignee
Quille SA
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 Quille SA filed Critical Quille SA
Priority to EP04291226A priority Critical patent/EP1596010A1/de
Publication of EP1596010A1 publication Critical patent/EP1596010A1/de
Withdrawn legal-status Critical Current

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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
    • E02D29/05—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 at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench

Definitions

  • the invention relates to the realization of a novel traffic lane under an existing lane carried by an embankment, transversely to the existing track.
  • a known technique to achieve this move consists in creating a raft and shifting the work on the remove by means of a device with points anchors, traction cables and cylinders.
  • the present invention relates to a method of implementation which has the advantage of not require the completion of a raft (unless the soil is very weak), not to require the creation of anchor points, or traction cables, to allow the implementation of the apron of the book with very low laying tolerances, and with a high speed, for example of the order of three hours instead of usual eight hours.
  • longitudinal will mean parallel to the longitudinal axis of the deck of the structure
  • transversal means a direction that forms a bias with the longitudinal axis, this bias being perpendicular or not to the longitudinal axis, depending on whether the new way will be perpendicular or not to the track existing.
  • Vertical sails of secondary structures are longitudinal, that is to say parallel to the axis of the existing reach and they are perpendicular or oblique to the transverse vertical veil adjacent to the main structure, depending on whether this veil is perpendicular or oblique to the plane vertical which contains the axis of the track carried.
  • a work of art able to allow the implementation of the process of the invention is essentially constituted a self-supporting main structure that includes a upper deck slab and sails transverse vertical sides that carry the floor deck slab of the main structure it is characterized in that the slab and the sails constitute a portico which has the dimensions to constitute under the portico the new way and open down to allow to introduce under the portico trolleys for moving and lifting the work.
  • a typical device for the implementation of the method of the invention includes trolleys of transport able to be arranged between the sails of the main structure or between these sails and the stacks intermediaries, means carried by the trolleys or incorporated in the carriages to lift the work, and stiffeners to stiffen the structure for its transport and its uprising.
  • the stiffeners are for example constituted by temporary beams arranged under the slab of the main structure. These temporary beams are in reinforced or prestressed concrete or are framed metallic.
  • the work shown in longitudinal section on the FIG. 1 is a self-contained monoblock structure in reinforced or prestressed concrete consisting of a structure principal (S1) flanked by two secondary structures (S2, S3).
  • the length of the main structure is by example of 7 to 15 meters per secondary track span and the length of each secondary structure is by example of 5 to 10 meters.
  • the main structure defines two spans (T1, T2).
  • the main structure consists of a slab of apron (1) supported on the ground by two side sails (2, 3) constituting abutments and a central stack (4) constituted for example by posts or a veil.
  • the side sails (2, 3) and the central stack (4) have soles (5) to distribute the loads ground.
  • the thickness of the sails is for example 0.5 to 1 meters.
  • Each secondary structure constitutes a apron slab (6) which will serve as a transition slab between the deck slab of the main structure and the embankment, which is embedded at one end into the main structure and that is a body at its end opposite with a truss beam (7) which will be used for land support.
  • the deck slab of the secondary structure is worn by sails stiffeners (8), longitudinal and vertical, triangular or trapezoidal shapes, which form part of the slab and with the main structure.
  • Each structure secondary includes for example three vertical sails (8) distributed in the width of the secondary structure.
  • the secondary structures can advantageously comprise soles (9) on the inclined edges of the sails (8) of these structures and a pier (10) attached to these soles, or replacing the soles or connecting soles.
  • soles (9) on the inclined edges of the sails (8) of these structures and a pier (10) attached to these soles, or replacing the soles or connecting soles.
  • Figure 3 we have represented in 9 the cut of the soles by the plane of the figure and in 10 the section of a pierced by the plane of the Fig.
  • FIGS. 4 and 5 show respectively before and after setting up the structure art (P), the existing railway (F) whose embankment was cut for the implementation of the work (P).
  • the art work is inserted at an angle into the talus and vertical sails of the structure principal are therefore oblique to the axis longitudinal of the railway.
  • the work of art of the invention is represented only by its ABCD outline; however, the transport carriages (20) and their tractors (20 ').

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP04291226A 2004-05-13 2004-05-13 Verfahren, Vorrichtung und Brücke zur Herstellung einer Unterführung Withdrawn EP1596010A1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP04291226A EP1596010A1 (de) 2004-05-13 2004-05-13 Verfahren, Vorrichtung und Brücke zur Herstellung einer Unterführung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP04291226A EP1596010A1 (de) 2004-05-13 2004-05-13 Verfahren, Vorrichtung und Brücke zur Herstellung einer Unterführung

Publications (1)

Publication Number Publication Date
EP1596010A1 true EP1596010A1 (de) 2005-11-16

Family

ID=34931098

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04291226A Withdrawn EP1596010A1 (de) 2004-05-13 2004-05-13 Verfahren, Vorrichtung und Brücke zur Herstellung einer Unterführung

Country Status (1)

Country Link
EP (1) EP1596010A1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111424704A (zh) * 2020-03-30 2020-07-17 上海建工四建集团有限公司 安装装置、地下通道预制系统及其施工方法
CN113463683A (zh) * 2021-05-21 2021-10-01 重庆川九建设有限责任公司 一种双管廊滑模台车及双管廊施工方法
CN114439042A (zh) * 2022-04-11 2022-05-06 中交第一航务工程局有限公司 沉管隧道安装精度检验方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0381547A1 (de) * 1989-01-20 1990-08-08 Marcel Matière Verfahren zur Herstellung einer vergrabenen Leitung
US4995772A (en) * 1989-11-16 1991-02-26 Biggio Richard R Self loading and unloading pre-cast concrete hauling unit
FR2749331A1 (fr) * 1996-06-03 1997-12-05 Beauthier Jean Marie Dispositif pour la realisation d'un passage souterrain sous une voie de circulation
FR2839990A1 (fr) * 2002-05-21 2003-11-28 Sncf Ouvrage d'art prefabrique et procede de mise en place de l'ouvrage d'art
FR2850984A1 (fr) * 2003-02-06 2004-08-13 Quille Entreprise Procede, dispositif et ouvrage d'art pour realiser une nouvelle voie de circulation sous une voie existante portee par un talus

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0381547A1 (de) * 1989-01-20 1990-08-08 Marcel Matière Verfahren zur Herstellung einer vergrabenen Leitung
US4995772A (en) * 1989-11-16 1991-02-26 Biggio Richard R Self loading and unloading pre-cast concrete hauling unit
FR2749331A1 (fr) * 1996-06-03 1997-12-05 Beauthier Jean Marie Dispositif pour la realisation d'un passage souterrain sous une voie de circulation
FR2839990A1 (fr) * 2002-05-21 2003-11-28 Sncf Ouvrage d'art prefabrique et procede de mise en place de l'ouvrage d'art
FR2850984A1 (fr) * 2003-02-06 2004-08-13 Quille Entreprise Procede, dispositif et ouvrage d'art pour realiser une nouvelle voie de circulation sous une voie existante portee par un talus

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
ANONYMOUS: "Foto's vervanging bruggen E34", INTERNET, XP002301370, Retrieved from the Internet <URL:http://www.wegen.vlaanderen.be/wegen/projecten/antwerpen/bruggen_e34/fotos.php> *
ANONYMOUS: "Herbouwen van de brug voer de Herenthoutseweg bij Herentals in de E313", INTERNET, XP002301371, Retrieved from the Internet <URL:http://www.wegen.vlaanderen.be/wegen/projecten/antwerpen/brug_e313/> *
ANONYMOUS: "Vervanging brug E313", INTERNET, XP002301372, Retrieved from the Internet <URL:http://www.wegen.vlaanderen.be/foto/inhoud.php?album=brug_e313&reeks=move> *
ANONYMOUS: "Vervanging bruggen E34", INTERNET ARTICLE, XP002301369, Retrieved from the Internet <URL:http://www.wegen.vlaanderen.be/wegen/projecten/antwerpen/bruggen_e34/> *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111424704A (zh) * 2020-03-30 2020-07-17 上海建工四建集团有限公司 安装装置、地下通道预制系统及其施工方法
CN113463683A (zh) * 2021-05-21 2021-10-01 重庆川九建设有限责任公司 一种双管廊滑模台车及双管廊施工方法
CN114439042A (zh) * 2022-04-11 2022-05-06 中交第一航务工程局有限公司 沉管隧道安装精度检验方法
CN114439042B (zh) * 2022-04-11 2022-06-17 中交第一航务工程局有限公司 沉管隧道安装精度检验方法

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