ES2033934T3 - PROCEDURE FOR DRILLING TUNNELS AND DEVICE FOR CARRYING OUT THE PROCEDURE. - Google Patents

PROCEDURE FOR DRILLING TUNNELS AND DEVICE FOR CARRYING OUT THE PROCEDURE.

Info

Publication number
ES2033934T3
ES2033934T3 ES198787890173T ES87890173T ES2033934T3 ES 2033934 T3 ES2033934 T3 ES 2033934T3 ES 198787890173 T ES198787890173 T ES 198787890173T ES 87890173 T ES87890173 T ES 87890173T ES 2033934 T3 ES2033934 T3 ES 2033934T3
Authority
ES
Spain
Prior art keywords
pressure
tunnel
storage space
mixture
tight manner
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
ES198787890173T
Other languages
Spanish (es)
Inventor
Egon Theelen
Werner Wippig
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.)
Sandvik Mining and Construction GmbH
Original Assignee
Voest Alpine Bergtechnik 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 Voest Alpine Bergtechnik GmbH filed Critical Voest Alpine Bergtechnik GmbH
Application granted granted Critical
Publication of ES2033934T3 publication Critical patent/ES2033934T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/13Devices for removing or hauling away excavated material or spoil; Working or loading platforms using hydraulic or pneumatic conveying means
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0642Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end
    • E21D9/0657Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield having means for additional processing at the front end structurally associated with rock crushers
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/08Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
    • E21D9/0875Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a movable support arm carrying cutting tools for attacking the front face, e.g. a bucket
    • E21D9/0879Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a movable support arm carrying cutting tools for attacking the front face, e.g. a bucket the shield being provided with devices for lining the tunnel, e.g. shuttering

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)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Earth Drilling (AREA)

Abstract

A method of tunnel driving in unstable soils beneath the ground-water level, the face being constantly acted upon by counterpressure from a medium such as water and/or a thixotropic liquid during driving or air during pauses in the driving and being excavated with an excavating tool (6) located in front of the pressure shield (12). The mixture of waste and medium located in the chamber (15) between face and pressure shield (12) is conveyed away, in the course of which the excavation space can be partitioned off in a pressure-tight manner via the pressure shield (12) from the tunnel already driven. When the pressure shield (12) is partitioned off in a pressure-tight manner, the mixture having water and/or thixotropic liquid is mechanically transported into a storage space (16) for the compressed air, which storage space (16) is arranged behind the pressure shield (12), is connected to the chamber (15) via a first opening (19) and is separated in a pressure-tight manner from the tunnel (30). In this storage space (16), the larger parts, such as stones, foreign bodies or the like, are separated out of the mixture, are mechanically comminuted and are fed back to the mixture, the free-flowing mixture being transported away out of the storage space (16) in a pressure-tight manner via a delivery line (25). Instead of the liquid transport, the now fluent solid waste, for the purpose of dry transport, can first of all be transported into the storage space (16) when the same is opened towards the tunnel via a second opening (28) and can be directly transported mechanically from there via the opening (28) into the tunnel (30) without separation of larger parts. <IMAGE>
ES198787890173T 1986-07-10 1987-07-15 PROCEDURE FOR DRILLING TUNNELS AND DEVICE FOR CARRYING OUT THE PROCEDURE. Expired - Lifetime ES2033934T3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19863623283 DE3623283A1 (en) 1986-07-10 1986-07-10 METHOD FOR TUNNEL DRIVING AND DEVICE FOR IMPLEMENTING THE METHOD

Publications (1)

Publication Number Publication Date
ES2033934T3 true ES2033934T3 (en) 1993-04-01

Family

ID=6304873

Family Applications (1)

Application Number Title Priority Date Filing Date
ES198787890173T Expired - Lifetime ES2033934T3 (en) 1986-07-10 1987-07-15 PROCEDURE FOR DRILLING TUNNELS AND DEVICE FOR CARRYING OUT THE PROCEDURE.

Country Status (4)

Country Link
EP (1) EP0299133B1 (en)
AT (1) ATE80203T1 (en)
DE (1) DE3623283A1 (en)
ES (1) ES2033934T3 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2680201B1 (en) * 1991-08-08 1993-11-12 Matieres Nucleaires Cie Gle METHOD AND DEVICE FOR OPERATING AN UNDERGROUND DEPOSIT BY A TUNNEL
DE4409049C1 (en) * 1994-03-17 1995-03-30 Hochtief Ag Hoch Tiefbauten Method of replacing the supporting liquid by compressed air and use of a hydraulic shield for carrying out the method
DE4439865C2 (en) * 1994-11-08 1997-07-31 Alp Westf Berg & Tunneltechnik Conveyor device for a shield tunneling machine
DE19534814A1 (en) * 1995-09-20 1997-03-27 Wirth Co Kg Masch Bohr Tunnel boring machine

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1026298A (en) * 1964-11-26 1966-04-14 Demag Ag Tunnelling machine
FR1538551A (en) * 1967-07-26 1968-09-06 Improvements to drilling machines for tunnels, undergrounds, or the like
DE1907308A1 (en) * 1969-02-13 1970-09-03 Zueblin Ag Tunnel boring machine and method of using it
DE2745447C2 (en) * 1977-10-08 1985-05-09 Gewerkschaft Eisenhütte Westfalia, 4670 Lünen Propulsion device with a rotating cutting head
DE3330635A1 (en) * 1983-08-25 1985-03-21 Wayss & Freytag Ag, 6000 Frankfurt Driving shield
DE3330735A1 (en) * 1983-08-26 1985-03-07 Robert Bosch Gmbh, 7000 Stuttgart PACKAGING CUTTING FOR PACKAGING CONTAINERS
DE3428431A1 (en) * 1984-08-01 1986-02-13 Carl Baas GmbH & Co KG, 8882 Lauingen Apparatus with a driving shoe having an annular housing
DE3514563A1 (en) * 1985-04-23 1986-10-30 Strabag Bau-AG, 5000 Köln Tunnel-driving machine
DE8521622U1 (en) * 1985-07-26 1985-09-12 Schweitzer, Karl-Friedrich, 4006 Erkrath Device for creating tunnels or tunnels in water-containing flowing soils with coarse grain by means of shield driving
DE3537780A1 (en) * 1985-07-26 1987-01-29 Schweitzer Karl Friedrich Apparatus for constructing galleries or tunnels by shield driving
DE8530392U1 (en) * 1985-10-26 1986-10-16 Hochtief Ag Vorm. Gebr. Helfmann, 4300 Essen Shield tunneling machine with device for a liquid support of the working face as well as with coarse rock extraction device

Also Published As

Publication number Publication date
EP0299133B1 (en) 1992-09-02
EP0299133A1 (en) 1989-01-18
ATE80203T1 (en) 1992-09-15
DE3623283A1 (en) 1988-01-28
DE3623283C2 (en) 1991-10-24

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