EP0328608A1 - Procede et dispositif pour incorporer ulterieurement un etanchement de sous sol sous une decharge - Google Patents

Procede et dispositif pour incorporer ulterieurement un etanchement de sous sol sous une decharge

Info

Publication number
EP0328608A1
EP0328608A1 EP88907312A EP88907312A EP0328608A1 EP 0328608 A1 EP0328608 A1 EP 0328608A1 EP 88907312 A EP88907312 A EP 88907312A EP 88907312 A EP88907312 A EP 88907312A EP 0328608 A1 EP0328608 A1 EP 0328608A1
Authority
EP
European Patent Office
Prior art keywords
tunnel
tube
shield
tunnel tube
pipe
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
EP88907312A
Other languages
German (de)
English (en)
Other versions
EP0328608B1 (fr
Inventor
Hans Richter
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
Priority to AT88907312T priority Critical patent/ATE63587T1/de
Publication of EP0328608A1 publication Critical patent/EP0328608A1/fr
Application granted granted Critical
Publication of EP0328608B1 publication Critical patent/EP0328608B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21C—MINING OR QUARRYING
    • E21C41/00—Methods of underground or surface mining; Layouts therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/002—Ground foundation measures for protecting the soil or subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/006—Sealing of existing landfills, e.g. using mining techniques

Definitions

  • the invention relates to a method for retrofitting an underground seal under a landfill according to the preamble of claim 1 and a device for carrying out the method.
  • Such a method is the subject of EP-A 0230667.
  • construction pits running parallel to one another are built at the edge of the landfill, the depth of which corresponds to the depth at which the landfill is to be passed.
  • the tunneling shield then drives underneath the landfill from one construction pit to the other , with earth being mined on its front. Soil is filled in at the back of the tunneling shield and a strip of a sealing layer is introduced.
  • the tunneling shield is supplied and disposed of by means of a tunnel tube which is built in this underpass and which is composed of individual tunnel tube rings.
  • the tunneling shield Once the tunneling shield has reached the other excavation pit, it is relocated by 180 and drives under the landfill in the direction of the one excavation pit, an adjacent strip of a covering layer being introduced and at the same time the tunnel pipe previously erected being dismantled. After one excavation pit has been reached, the tunneling shield is repositioned again by 180 and drives under the landfill as described above in the direction of the other excavation pit, a tunnel pipe being laid again.
  • the disadvantage here is that when the tunnel pipe is dismantled, if the tunneling shield moves from one building to the other. green process, the dismantled tunnel tube rings either have to be carried along by the tunneling shield or have to be transported through the still existing piece of tunnel tube.
  • the object is to improve the method in such a way that the dismantling of the tunnel tube does not cause any difficulties.
  • Figure 1 is a vertical section through a landfill and an embodiment of the device.
  • Fig. 2 is a horizontal section through the landfill and the device and
  • Fig. 3 shows a further section along the line III-III.
  • the procedure is that. a tunnel pipe is laid in a trench at the foot of the landfill, on which a feed press moves along the side facing the landfill, which picks up the soil at the front and compresses it at the back, continuously inserting a waterproof layer as a strip on the back and the tube rings of the tunnel tube are continuously dismantled with the advance of the press and laterally offset to be reassembled to form a new tunnel tube.
  • the tunneling shield can be a film roll have, which unwinds continuously by the advancing movement of the sign, such that the film comes to rest under the landfill. Also continuously with the feed movement, the film is welded to the edge of the previously laid film.
  • the device is turned by 180 so that it can insert and weld the next sheet of film under the landfill in the same way.
  • the tube rings of the tunnel tube are partially formed obliquely, so that the tunnel tube can be bent by radial twisting.
  • the sealing sole can be installed like a trough at the ends up to the surface of the earth under the landfill.
  • a respective Embodimile- can at the ends of the tunnel pipe schleu ⁇ e, as well as materials, a feed hopper for mineral Dicht ⁇ , can pass above and below the film construction for turning 'may be disposed.
  • Conveying devices for transporting the sealing materials are arranged within the tube. The energy supply for the conveying devices and the driving shield follow along the tunnel tube.
  • the tunnel pipe In order to retain any groundwater in the partially open tunneling shield, the tunnel pipe can be filled with compressed air. The ventilation takes place through ducts.
  • the tunneling shield consists of a base plate and a cover plate that projects above it and is connected to a hydraulic cylinder.
  • the hydraulic cylinders are moved more or less quickly when the advance shield penetrates into the ground in order to reduce the roof pressure.
  • a horizontal feed press Behind the folded upper part of which the soil excavated in front of the tunneling shield is filled and pressed.
  • the shield of the feed press on the back is made twice, so that filter material (gravel) to be installed on the film surface can be installed.
  • the gravel is transported through the rear tunnel tube.
  • the clay to be installed under the film is transported along the tunnel tube on the front.
  • the top and bottom plates of the tunneling shield have movable knife shields at the front and rear ends which enable horizontal control.
  • the vertical control takes place by correspondingly different loading of the horizontal feed press and a hydraulic cylinder which is supported on the rear tunnel tube.
  • a further feature of the method is that the individual tunnel tube rings have a horizontal separation joint, so that these element halves can be transported along the tunnel tube and installed or removed in the tunneling shield in the event of length changes.
  • the individual tunnel tube rings can be watertightly connected to one another by means of automatically operated hydraulic quick releases.
  • Knife shields 4a, 4b can be pivoted on the plates 2, 3 at the front and rear, in each case about horizontal axes. 4c and 4d arranged.
  • the rear feed press 6 has an upper, horizontally articulated plate 7.
  • the plate 7 is actuated by a hydraulic cylinder 8.
  • the feed takes place by means of the press 6 by actuating the hydraulic cylinder 9.
  • the film roll 10 rotates in the direction of the arrow 11, so that the film 12 comes to rest under the deposit 1.
  • the film web 12 is welded to the film web 14 laid in the previous pass.
  • the driving shield moves in the direction of arrow 15.
  • the drainage material (gravel) to be installed on the film is transported on the conveyor belt 16 through the rear tunnel pipe and the clay 17 to be installed under the film is transported through the front tunnel pipe.
  • the loam and the gravel are each introduced through a funnel 18 onto the conveyor belt in the tunnel tubes.
  • the Geographicsch.leuse 19 at the end and beginning of the tunnel tubes hermetically seals them.
  • the tunnel tube rings 20 are alternately divided at an angle and connected to one another by hydraulic quick-release devices 22. 23 represents a clearing device for excavating the soil.
  • the excavated material is transported along arrow direction 24 behind the rear feed press 6 and its plate 7.
  • the tunnel tube ring 25 is moved along the arrow direction 26 into the position 27 and is connected there to the tunnel tube ring 28 by means of the hydraulic tensioning devices 22.
  • 25 ' is the offset ring 25.
  • the hydraulic cylinder 27 is supported on the ring 28.
  • 29 shows the horizontal joint of the rings for separation in two half-shells. 29 'shows the offset of the parting line 29 in order to achieve the angling of the tunnel tube shown in FIG. 30 is the foil sealer. The way of working is as follows:
  • a tunnel pipe consisting of the tunnel pipe rings 20 is laid along the landfill in an excavation pit, for example the upper tunnel pipe according to FIG . Gravel is applied to this part of the film 12.
  • the clearing device 23 can be moved horizontally and vertically between the plates 2 and 3.
  • the mined soil reaches the plate 7 via a conveyor belt in the direction of the arrow 24 and behind the press 6 to the gravel layer on the film 12.
  • the last tunnel tube ring 20 is then transported between the plates 2, 3 in the direction of arrow 26 to form a further tunnel tube, in FIG. 2 the lower tunnel tube.
  • This procedure is now repeated, ie applying gravel to the further unwound film 12, Dismantling the soil next to one tunnel pipe in front of the tunneling shield, placing this soil behind the tunneling shield next to the other tunnel tube, placing the clay layer in front of the tunneling shield and next to the one tunnel pipe, pressing the excavated soil behind the tunneling shield next to the other tunnel tube while simultaneously feeding the tunneling shield and dismantling the last tunnel tube ring from one tunnel tube and attachment to the further tunnel tube.
  • one tunnel pipe is dismantled and another tunnel pipe is built at the same time.
  • a layer of clay was introduced, a film was laid on the clay layer when this other tunnel pipe was dismantled and when the next tunnel pipe was laid, applied to this gravel and the mined soil compacted over this layer of gravel.
  • the driving shield When compacting the excavated soil behind the driving shield, the driving shield can be pulled forward by hydraulic drives on one tunnel pipe and supported on the other tunnel pipe by the hydraulic cylinder 27, which favors the advancing movement in the direction of arrow 15.
  • the gravel can be fed through one tunnel pipe, while the clay is fed through the other tunnel pipe. Cleared earth can also be transported away via one of the two tunnel tubes, which is necessary if the cleared earth cannot be pressed sufficiently behind the tunneling shield.
  • a film 12 can also be used Pipe system for suction of leachate.
  • This pipeline system is connected to a pump station and a treatment station, in which leachate is chemically treated in the latter. It is then returned to the surface of the landfill for washing out pollutants.
  • tunnel tube rings 20 alternately have an end face 21 that extends perpendicularly and obliquely to the tube axis, it is possible to bend the tunnel tube rings 20 about their axis to achieve a curvature of the tunnel tube, as shown on the right in FIG. 1.
  • the cover plate 2 of the tunneling shield is preferably significantly larger than the base plate 3.
  • the tunneling shield has laterally movable plates 31.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Structural Engineering (AREA)
  • Remote Sensing (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Processing Of Solid Wastes (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

Pour pousser une presse d'alimentation (6), pourvue d'une bobine de film (10) se déroulant en continu, le long d'un conduit de tunnel constitué de différents tronçons et réalisé sous la décharge (1), on recueille la terre à l'extrémité avant et on la repousse vers l'extrémité arrière au moyen d'un piston de compression (9). Les différents tronçons du conduit de tunnel sont désolidarisés en continu des autres conduits par le mouvement d'avancement, puis, déplacés latéralement, sont rattachés à un conduit de tunnel faisant saillie derrière le dispositif. Les extrémités des conduits de tunnel sont munies de sas de décompression (19) et de sas pour les matériaux. La totalité du système peut être remplie d'air comprimé pour retenir la nappe phréatique. Ces conduits de tunnel servent simultanément de passage de sauvetage, de ventilation et permettent le transport de matériel.
EP88907312A 1987-08-27 1988-08-12 Procede et dispositif pour incorporer ulterieurement un etanchement de sous sol sous une decharge Expired - Lifetime EP0328608B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88907312T ATE63587T1 (de) 1987-08-27 1988-08-12 Verfahren und vorrichtung zum nachtraeglichen einbau einer untergrundabdichtung unter einer muelldeponie.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19873728569 DE3728569A1 (de) 1987-08-27 1987-08-27 Verfahren und vorrichtung zum nachtraeglichen einbau einer untergrundabdichtung im bereich des grundwassers unter muelldeponien
DE3728569 1987-08-27

Publications (2)

Publication Number Publication Date
EP0328608A1 true EP0328608A1 (fr) 1989-08-23
EP0328608B1 EP0328608B1 (fr) 1991-05-15

Family

ID=6334588

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88907312A Expired - Lifetime EP0328608B1 (fr) 1987-08-27 1988-08-12 Procede et dispositif pour incorporer ulterieurement un etanchement de sous sol sous une decharge

Country Status (7)

Country Link
US (1) US4950106A (fr)
EP (1) EP0328608B1 (fr)
JP (1) JP2854008B2 (fr)
DE (2) DE3728569A1 (fr)
RU (1) RU1831571C (fr)
UA (1) UA18717A (fr)
WO (1) WO1989002009A1 (fr)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3941358A1 (de) * 1989-12-15 1991-06-20 Paurat F Verfahren zum einbringen eines abdichtungsbauwerkes und anordnung fuer die durchfuehrung des verfahrens
DE3941357A1 (de) * 1989-12-15 1991-06-27 Paurat F Verfahren zur herstellung eines abdichtungsbauwerkes und anordnung fuer die durchfuehrung des verfahrens
DE4136060C1 (en) * 1991-10-29 1993-02-04 Howaldtswerke - Deutsche Werft Ag, 2300 Kiel, De Folding tunnel tube for mine - has two halves which are joined by hinge running along axis of tube
US5348422A (en) * 1993-02-25 1994-09-20 Terranalysis Corporation Methods for the formation and operation of an in situ process reactor
AT401481B (de) * 1993-09-09 1996-09-25 Pichler Alois Lagersystem
US6558079B1 (en) 2000-02-22 2003-05-06 Epi Environmental Technologies Inc. Method and apparatus for covering landfill
US20020034422A1 (en) 2000-05-09 2002-03-21 Epi Environmental Technologies Inc. Compact Apparatus for Covering Landfill
US7131799B2 (en) * 2003-12-19 2006-11-07 Allied Machine & Engineering Corp. Cutting insert with helical geometry and holder therefor
RU2704061C1 (ru) * 2018-12-01 2019-10-23 Владимир Васильевич Галайко Способ комбинированной разработки пологих пластов угольных месторождений

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4305683A (en) * 1979-01-12 1981-12-15 Harald Wagner Tubular element for tunnel construction
CA1181438A (fr) * 1981-07-24 1985-01-22 Anderson Strathclyde Plc Methode et machine hydraulique d'exploitation miniere
GB2117817B (en) * 1982-03-23 1985-11-13 Frank P Davidson Improved tunnelling method
US4636112A (en) * 1982-04-13 1987-01-13 Solmat Systems, Ltd. Method of and apparatus for controlling fluid leakage through soil
DE3435983A1 (de) * 1984-10-01 1986-04-17 Ed. Züblin AG, 7000 Stuttgart Vorrichtung zur basisabdichtung von speicherbecken und deponien
EP0224524A1 (fr) * 1985-05-28 1987-06-10 Hans Richter Procede et dispositif pour la mise en place ulterieure d'une couche impermeable aux liquides dans des decharges de dechets etendues et des endroits contamines afin de proteger les nappes d'eau souterraines
DE3519124A1 (de) * 1985-05-28 1986-12-04 Hans Dipl.-Ing. 8900 Augsburg Richter Vorrichtung und verfahren zur nachtraeglichen unterlegung einer deponiehalde mit einer folie
DE3530600A1 (de) * 1985-08-27 1987-03-05 Interatom Verfahren zum befestigen von antriebselementen auf einer hohlwelle
DE3531183A1 (de) * 1985-08-31 1987-03-12 Niederberg Chemie Nachtraegliche deponieabdichtung
DE3605062A1 (de) * 1985-09-23 1987-04-02 Niederberg Chemie Abdichtung von deponien
DE3536990A1 (de) * 1985-10-17 1987-04-23 Niederberg Chemie Ausbau unterhalb von deponien
EP0230667B1 (fr) * 1985-12-27 1991-07-24 Alfred Kunz GmbH & Co. Procédé d'enlèvement par bandes de couches de terrain souterraines, en particulier en terrain meuble

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8902009A1 *

Also Published As

Publication number Publication date
JPH02500574A (ja) 1990-03-01
WO1989002009A1 (fr) 1989-03-09
DE3728569A1 (de) 1989-03-16
EP0328608B1 (fr) 1991-05-15
JP2854008B2 (ja) 1999-02-03
DE3728569C2 (fr) 1990-02-01
US4950106A (en) 1990-08-21
RU1831571C (ru) 1993-07-30
DE3862861D1 (de) 1991-06-20
UA18717A (uk) 1997-12-25

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