EP1186742A2 - Procédé, système et dispositif pour la construction de parois dans le sol - Google Patents

Procédé, système et dispositif pour la construction de parois dans le sol Download PDF

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Publication number
EP1186742A2
EP1186742A2 EP01202368A EP01202368A EP1186742A2 EP 1186742 A2 EP1186742 A2 EP 1186742A2 EP 01202368 A EP01202368 A EP 01202368A EP 01202368 A EP01202368 A EP 01202368A EP 1186742 A2 EP1186742 A2 EP 1186742A2
Authority
EP
European Patent Office
Prior art keywords
wall
ground
building device
wall building
string
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Withdrawn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
EP01202368A
Other languages
German (de)
English (en)
Other versions
EP1186742A3 (fr
Inventor
Marinus Christiaan Lammertink
Rutger Christiaan Van Voorden
René Broeder
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.)
Heerema Holding Construction Inc
Original Assignee
Heerema Holding Construction Inc
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
Priority claimed from EP97202177A external-priority patent/EP0890707A1/fr
Application filed by Heerema Holding Construction Inc filed Critical Heerema Holding Construction Inc
Priority to EP01202368A priority Critical patent/EP1186742A3/fr
Publication of EP1186742A2 publication Critical patent/EP1186742A2/fr
Publication of EP1186742A3 publication Critical patent/EP1186742A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/28—Enlarging drilled holes, e.g. by counterboring
    • E21B7/30—Enlarging drilled holes, e.g. by counterboring without earth removal
    • 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
    • E21D9/04—Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for
    • 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
    • E21D9/10—Making by using boring or cutting machines
    • E21D9/1053—Making by using boring or cutting machines for making a slit along the perimeter of the tunnel profile, the remaining core being removed subsequently, e.g. by blasting

Definitions

  • a lubricating fluid is fed from the duct 72 through the duct 72a and 72b out of the body 66 of the jetting and extruding unit 64.
  • Fig. 23a shows a composite wall 190 in the ground 2 essentially made from a plurality of interconnecting, uniform, generally Z-shaped wall sections 192, 192a.
  • the wall sections 192 have been built essentially in the way illustrated and explained according to Fig. 22.
  • the last wall section that has been built is wall section 192a.
  • a leading end of a pulling string 194 has been pulled into the ground 2 in a manner not shown in further detail by connecting the pulling string 194 to the wall building device (not shown) used for building the wall section 192a, similar to the use of the pulling string 182 in Fig. 22.
  • the wall building method illustrated in Figs. 23a-23g provides a grate flexibility in building complex wall structures from basic, essentially uniform wall sections. At any rate, basically only one type of wall building device is needed to build the wall sections 192, 192a-192i by changing, whenever necessary, the extrusion profile thereof, e.g. by putting into or taking out of operation different jetting and extruding units 64 included in the wall building device.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Environmental & Geological Engineering (AREA)
  • Structural Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
EP01202368A 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol Withdrawn EP1186742A3 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP01202368A EP1186742A3 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
EP97202177 1997-07-11
EP97202177A EP0890707A1 (fr) 1997-07-11 1997-07-11 Procédé, système et dispositif pour la construction de parois dans le sol
EP01202368A EP1186742A3 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol
EP98202205A EP0890708B1 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
EP98202205A Division EP0890708B1 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol

Publications (2)

Publication Number Publication Date
EP1186742A2 true EP1186742A2 (fr) 2002-03-13
EP1186742A3 EP1186742A3 (fr) 2004-10-13

Family

ID=26146698

Family Applications (2)

Application Number Title Priority Date Filing Date
EP01202368A Withdrawn EP1186742A3 (fr) 1997-07-11 1998-07-01 Procédé, système et dispositif pour la construction de parois dans le sol
EP00203891A Withdrawn EP1072754A3 (fr) 1997-07-11 1998-07-01 Dispositif pour enlever du sol

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP00203891A Withdrawn EP1072754A3 (fr) 1997-07-11 1998-07-01 Dispositif pour enlever du sol

Country Status (1)

Country Link
EP (2) EP1186742A3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2929982A1 (fr) * 2008-04-14 2009-10-16 Spac Sa Dispositif d'alesage destine a des operations de forage horizontal dirige et procede de forage horizontal dirige utilisant un tel dispositif.

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105862959B (zh) * 2016-05-20 2018-04-03 中国电建集团华东勘测设计研究院有限公司 一种用于盾构隧道背面土体扰动的装置

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2994974A (en) * 1957-09-13 1961-08-08 Domenighetti Costante Deep trench excavator
US4148193A (en) * 1976-12-08 1979-04-10 Samuel Mottes Method and apparatus for producing underground installations of concrete pipe
US4379658A (en) * 1980-12-03 1983-04-12 Thatcher Engineering Corporation Method and apparatus for constructing slurry walls
DE4217293A1 (de) * 1991-05-24 1992-11-26 Kipp Jens Werner Vorrichtung zum grabenlosen verlegen von kanalrohren
FR2679295A1 (fr) * 1991-07-17 1993-01-22 Perforex Procede et dispositif pour le betonnage in situ d'une saignee souterraine et lame de coupe correspondante.
WO1995021989A1 (fr) * 1994-02-11 1995-08-17 Atlas Copco Craelius Ab Procede de formation dans le sol d'une couche isolante sensiblement etanche, et dispositif pour sa mise en ×uvre

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3572451A (en) * 1968-10-23 1971-03-30 Conley B Copeland Hydraulic jet stream driller
DE3319662A1 (de) * 1983-05-31 1984-12-06 Hanns-André 3370 Seesen Pitot Vorrichtung zum abbau von kohle in steiler oder stark geneigter lagerung
US4776769A (en) * 1986-03-07 1988-10-11 Hydro-Ergon Corporation System for removing material with a high velocity jet of working fluid
AT396505B (de) * 1990-06-11 1993-10-25 Geodrill Bohr Gmbh Verfahren und vorrichtung zur unterirdischen herstellung von kanälen, stollen od.dgl.
DE4128422C2 (de) * 1991-08-27 1994-04-21 Schneider Geb Loegel Vorrichtung und Verwendung der Vorrichtung zum Abtragen von Material

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2994974A (en) * 1957-09-13 1961-08-08 Domenighetti Costante Deep trench excavator
US4148193A (en) * 1976-12-08 1979-04-10 Samuel Mottes Method and apparatus for producing underground installations of concrete pipe
US4379658A (en) * 1980-12-03 1983-04-12 Thatcher Engineering Corporation Method and apparatus for constructing slurry walls
DE4217293A1 (de) * 1991-05-24 1992-11-26 Kipp Jens Werner Vorrichtung zum grabenlosen verlegen von kanalrohren
FR2679295A1 (fr) * 1991-07-17 1993-01-22 Perforex Procede et dispositif pour le betonnage in situ d'une saignee souterraine et lame de coupe correspondante.
WO1995021989A1 (fr) * 1994-02-11 1995-08-17 Atlas Copco Craelius Ab Procede de formation dans le sol d'une couche isolante sensiblement etanche, et dispositif pour sa mise en ×uvre

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2929982A1 (fr) * 2008-04-14 2009-10-16 Spac Sa Dispositif d'alesage destine a des operations de forage horizontal dirige et procede de forage horizontal dirige utilisant un tel dispositif.

Also Published As

Publication number Publication date
EP1186742A3 (fr) 2004-10-13
EP1072754A2 (fr) 2001-01-31
EP1072754A3 (fr) 2004-10-13

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