FR2403504A1 - Concrete underground pipe installation by boring - uses hydraulic pipe thrusting system and has thrust ring between pipe and thrust equipment - Google Patents

Concrete underground pipe installation by boring - uses hydraulic pipe thrusting system and has thrust ring between pipe and thrust equipment

Info

Publication number
FR2403504A1
FR2403504A1 FR7822409A FR7822409A FR2403504A1 FR 2403504 A1 FR2403504 A1 FR 2403504A1 FR 7822409 A FR7822409 A FR 7822409A FR 7822409 A FR7822409 A FR 7822409A FR 2403504 A1 FR2403504 A1 FR 2403504A1
Authority
FR
France
Prior art keywords
thrust
pipe
boring
ring
equipment
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.)
Granted
Application number
FR7822409A
Other languages
French (fr)
Other versions
FR2403504B1 (en
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.)
Gewerkschaft Eisenhutte Westfalia GmbH
Original Assignee
Gewerkschaft Eisenhutte Westfalia GmbH
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 Gewerkschaft Eisenhutte Westfalia GmbH filed Critical Gewerkschaft Eisenhutte Westfalia GmbH
Publication of FR2403504A1 publication Critical patent/FR2403504A1/en
Application granted granted Critical
Publication of FR2403504B1 publication Critical patent/FR2403504B1/fr
Granted 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
    • E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0621—Shield advancing devices
    • 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
    • E21B7/205—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes 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
    • E21D9/005—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)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

A ring is used to separate the equipment giving thrust power for boring and the end of the pipe which bores into the ground, on being thrust. The ring (11) is divided in the direction of thrust of the boring operation. The ring can be divided into complete discs (20) or into segments (20'). When segments are used, the joints between them (22) are staggered in the direction of thrust, between adjacent rings made up of several segments. The joints are also spaced so as not to be in direct line with the thrust elements themselves. The ring assembly is made to be rigid, to resist the thrust.
FR7822409A 1977-09-14 1978-07-28 Concrete underground pipe installation by boring - uses hydraulic pipe thrusting system and has thrust ring between pipe and thrust equipment Granted FR2403504A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19772741304 DE2741304C2 (en) 1977-09-14 1977-09-14 Pre-compression device

Publications (2)

Publication Number Publication Date
FR2403504A1 true FR2403504A1 (en) 1979-04-13
FR2403504B1 FR2403504B1 (en) 1985-03-22

Family

ID=6018904

Family Applications (1)

Application Number Title Priority Date Filing Date
FR7822409A Granted FR2403504A1 (en) 1977-09-14 1978-07-28 Concrete underground pipe installation by boring - uses hydraulic pipe thrusting system and has thrust ring between pipe and thrust equipment

Country Status (5)

Country Link
AT (1) AT355512B (en)
BE (1) BE869400A (en)
DE (1) DE2741304C2 (en)
FR (1) FR2403504A1 (en)
NL (1) NL174855C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0692606A1 (en) * 1994-07-13 1996-01-17 CENTRE D'ETUDES DE L'ENERGIE NUCLEAIRE, établissement d'utilité publique Method for lining a tunnel

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55142897A (en) * 1979-04-21 1980-11-07 Iseki Kaihatsu Koki Pipe driver
CA1151436A (en) * 1979-06-16 1983-08-09 Michael A. Richardson Installation of tunnel linings
DE19545219C2 (en) * 1995-12-05 1998-03-26 Volker Lahme Method and arrangement for laying conduits
DE202008007704U1 (en) * 2008-05-13 2008-08-28 Kellner, Leonhard Pressure transmission ring for pipe arrangement
DE102009042681A1 (en) 2009-09-23 2011-03-24 Lauscher, Michael Method for operating e.g. propulsion device for half-open pipe drive, involves moving propulsion machine forwardly and backwardly such that propulsion machine is operated over hydraulic transition region of hydraulic excavator

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1335954A (en) * 1962-10-12 1963-08-23 Grundwasserbauten Ag F Process for advancing chains of hollow casings or wall elements in the ground
DE1927457A1 (en) * 1969-05-29 1970-12-03 Siemens Bauunion Gmbh Device for driving a tunnel or adit

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE6921997U (en) * 1969-05-31 1969-10-09 Deilmann Haniel Gmbh HYDRAULIC PRESS FOR DRIVING IN PARTICULAR CONCRETE PIPES

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1335954A (en) * 1962-10-12 1963-08-23 Grundwasserbauten Ag F Process for advancing chains of hollow casings or wall elements in the ground
DE1927457A1 (en) * 1969-05-29 1970-12-03 Siemens Bauunion Gmbh Device for driving a tunnel or adit

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0692606A1 (en) * 1994-07-13 1996-01-17 CENTRE D'ETUDES DE L'ENERGIE NUCLEAIRE, établissement d'utilité publique Method for lining a tunnel
BE1008489A3 (en) * 1994-07-13 1996-05-07 Centre Etd Energie Nucleaire Process for producing a coated tunnel.

Also Published As

Publication number Publication date
DE2741304A1 (en) 1979-03-22
BE869400A (en) 1978-11-16
ATA497378A (en) 1979-07-15
AT355512B (en) 1980-03-10
FR2403504B1 (en) 1985-03-22
NL174855C (en) 1984-08-16
NL174855B (en) 1984-03-16
NL7808202A (en) 1979-03-16
DE2741304C2 (en) 1985-06-27

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Legal Events

Date Code Title Description
ST Notification of lapse