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WO1998007961B1 - Tunnelling process and device - Google Patents

Tunnelling process and device

Info

Publication number
WO1998007961B1
WO1998007961B1 PCT/EP1997/004418 EP9704418W WO9807961B1 WO 1998007961 B1 WO1998007961 B1 WO 1998007961B1 EP 9704418 W EP9704418 W EP 9704418W WO 9807961 B1 WO9807961 B1 WO 9807961B1
Authority
WO
WIPO (PCT)
Prior art keywords
support layer
slot
tunnel
tunneling
working face
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.)
Ceased
Application number
PCT/EP1997/004418
Other languages
German (de)
French (fr)
Other versions
WO1998007961A1 (en
Filing date
Publication date
Priority claimed from DE19650330A external-priority patent/DE19650330A1/en
Priority to AT97918982T priority Critical patent/ATE231212T1/en
Priority to DE59709161T priority patent/DE59709161D1/en
Priority to JP51036298A priority patent/JP2002513452A/en
Priority to HK00102545.6A priority patent/HK1024283B/en
Priority to CA002263299A priority patent/CA2263299A1/en
Application filed filed Critical
Priority to US09/242,104 priority patent/US6315496B1/en
Priority to AU42991/97A priority patent/AU4299197A/en
Priority to EP97918982A priority patent/EP0918921B1/en
Priority to DE19780877T priority patent/DE19780877D2/en
Publication of WO1998007961A1 publication Critical patent/WO1998007961A1/en
Publication of WO1998007961B1 publication Critical patent/WO1998007961B1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Abstract

The present invention relates to a tunnelling method (10) starting from the working face in the driving direction, a bearing layer (15) being laid as the working face progresses and then carried away together with the debris. The inventive system includes at the front an excavating tool (61) capable of removing broken rock up to a certain width and a certain height, and an advancing device (68, 71) for moving forward and steering the system, and a control and setting device (65) for controlling and regulating the operation of the excavating tool (61) and the advancing device (68, 71).

Claims

GE. NDERTE ANSPRÜCHE GE. NECESSARY CLAIMS [beim Internationalen Büro am 24. Februar 1998 (24.02.98) eingegangen; ursprüngliche Ansprüche 1-11 durch geänderte Ansprüche 1-7 ersetzt (2 Seiten)][received by the International Bureau on February 24, 1998 (24.02.98); original claims 1-11 replaced by amended claims 1-7 (2 pages)] 1. Verfahren für den Tunnelbau, bei dem ein Tunnel ausgehend von der Ortsbrust in Vortriebsrichtung geführt und eine Stützschicht eingebracht wird, wobei die Stützschicht vorauseilend hergestellt wird, indem zunächst am Ort der zukünftigen Stützschicht ein Schlitz hergestellt und dieser dann mit einem tragfähigem Material, insbesondere Beton, verfüllt wird und danach im Schutz der Stützschicht der Tunnel vorgetrieben wird,1. A method for tunneling, in which a tunnel is guided starting from the working face in the advancing direction and a support layer is introduced, wherein the support layer is prepared vorausilend by first made a slot at the location of the future support layer and then with a sustainable material, in particular Concrete, is filled and then driven in the protection of the supporting layer of the tunnel, d a d u r c h g e k e n n z e i c h n e t, d a ßd a d u r c h e c e n c e n e, d a ß ausgehend von der Ortsbrust eine vollständig um den Tunnelumfang herum laufende Stützschicht hergestellt wird.starting from the working face a supporting layer running completely around the circumference of the tunnel is produced. 2. Verfahren nach Anspruch 1 , dadurch gekennzeichnet, daß bei der Herstellung der Stützschicht einer Schraubenlinie gefolgt wird, die eine Ganghöhe in etwa gleich der Bearbeitungsbreite der den Schlitz herstellenden Vorrichtung hat .2. The method according to claim 1, characterized in that is followed in the manufacture of the support layer of a helix having a pitch approximately equal to the processing width of the slot-producing device. 3. Verfahren nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß bei einem Umlauf der Stützschicht der oben liegende Teil in Tunnelvortriebsrichtung weiter vorne liegt als der unten liegende Teil.3. The method according to claim 1 or 2, characterized in that in one revolution of the support layer of the overhead part in tunnel driving direction is further forward than the lower part. 4. Verfahren nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß das Herstellen der Stützschicht und der Tunnelvortrieb zumindest zeitweise gleichzeitig erfolgen.4. The method according to any one of claims 1 to 3, characterized in that the production of the support layer and the tunneling at least temporarily carried out simultaneously. GEÄNDERTES BUTT (ARTIKEL 19) Vorrichtung f r den Tunnelbau, mit einem vornellegendem, materialabtragendem Werkzeug (61), das über eine bestimmte Breite und eine bestimmte Hohe und mit Hilfe seiner Anlenkung (67, 68, 71) m mehreren Richtungen Material zur Bildung eines Schlitzes abtragen kann,MODIFIED BUTT (ARTICLE 19) Apparatus for tunneling, comprising a laying tool (61) capable of removing over a certain width and a certain height and with the aid of its articulation (67, 68, 71) in several directions material for forming a slot, einer Fortbewegungseinrichtung (63,67, 68, 71, 72,73), mit der die Vorrichtung vorwartsbewegt und gelenkt werden kann , unda movement device (63, 67, 68, 71, 72, 73) with which the device can be moved and steered, and einer Steuer- bzw. Regeleinrichtung, die die Tätigkeit des materialabtragenden Werkzeugs und der Fortbewegungseinrichtung steuert bzw. regelt,a control device that controls the activity of the material-removing tool and the locomotion device, d a d u r c h g e k e n n z e i c h n e t, d a ßd a d u r c h e c e n c e n e, d a ß die Fortbewegungseinrichtung (63, 67, 68, 71) hinter dem materialabtragenden Werkzeug (61) angeordnet ist und eine Einrichtung (68) umfaßt, mit der die Vorrichtung im den Schlitz umgebenden Boden verspannt werden kann.the locomotion device (63, 67, 68, 71) is arranged behind the material-removing tool (61) and comprises means (68) with which the device can be clamped in the bottom surrounding the slot. 6. Vorrichtung nach Anspruch 5, gekennzeichnet durch eine Betoniereinrichtung, mit der der vom materialabtragenden Werkzeug (61) geschaffene Freiraum mit Beton verfüllt werden kann.6. Apparatus according to claim 5, characterized by a concreting device, with which the space created by the material-removing tool (61) clearance can be filled with concrete. 7. Vorrichtung nach Anspruch 5 oder 6, dadurch gekennzeichnet, daß die Breite kleiner als 0,5m, vorzugsweise kleiner als 0,3m ist .7. Apparatus according to claim 5 or 6, characterized in that the width is less than 0.5m, preferably less than 0.3m. GEÄNDERTES BUTT(ARTIKEL19) AMENDED BUTT (ARTICLE 19)
PCT/EP1997/004418 1996-08-16 1997-08-14 Tunnelling process and device Ceased WO1998007961A1 (en)

Priority Applications (9)

Application Number Priority Date Filing Date Title
DE19780877T DE19780877D2 (en) 1996-08-16 1997-08-14 Process and device in tunnel construction
AU42991/97A AU4299197A (en) 1996-08-16 1997-08-14 Tunnelling process and device
JP51036298A JP2002513452A (en) 1996-08-16 1997-08-14 Method and apparatus for constructing a tunnel
HK00102545.6A HK1024283B (en) 1996-08-16 1997-08-14 A method and a device for the construction of tunnels
CA002263299A CA2263299A1 (en) 1996-08-16 1997-08-14 Tunnelling process and device
AT97918982T ATE231212T1 (en) 1996-08-16 1997-08-14 METHOD AND DEVICE IN TUNNEL CONSTRUCTION
US09/242,104 US6315496B1 (en) 1996-08-16 1997-08-14 Method of lining a tunnel and apparatus for performing the same
DE59709161T DE59709161D1 (en) 1996-08-16 1997-08-14 METHOD AND DEVICE IN TUNNEL CONSTRUCTION
EP97918982A EP0918921B1 (en) 1996-08-16 1997-08-14 Tunnelling process and device

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE19633056.4 1996-08-16
DE19633056 1996-08-16
DE19650330A DE19650330A1 (en) 1996-08-16 1996-12-04 Process and device in tunnel construction
DE19650330.2 1996-12-04

Publications (2)

Publication Number Publication Date
WO1998007961A1 WO1998007961A1 (en) 1998-02-26
WO1998007961B1 true WO1998007961B1 (en) 1998-04-02

Family

ID=26028480

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1997/004418 Ceased WO1998007961A1 (en) 1996-08-16 1997-08-14 Tunnelling process and device

Country Status (10)

Country Link
US (1) US6315496B1 (en)
EP (1) EP0918921B1 (en)
JP (1) JP2002513452A (en)
CN (1) CN1083050C (en)
AT (1) ATE231212T1 (en)
AU (1) AU4299197A (en)
CA (1) CA2263299A1 (en)
DE (1) DE19780877D2 (en)
ES (1) ES2192266T3 (en)
WO (1) WO1998007961A1 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100491693C (en) * 2003-11-11 2009-05-27 植村技研工业株式会社 Construction methods of underground structures
AT507495B1 (en) * 2008-10-28 2010-08-15 Sandvik Mining & Constr Oy POWER OR MACHINE
CN102061923B (en) * 2010-11-28 2013-06-05 山东科技大学 Tunnel construction method capable of protecting existing building
CN103334769A (en) * 2013-06-18 2013-10-02 中国矿业大学 Cross building block wall supporting method for reinforcing empty roadway of advanced working face
CN105298517A (en) * 2015-11-21 2016-02-03 中铁二十局集团第二工程有限公司 Soft and weak wall rock tunnel advance reinforced support construction method
CN107965326A (en) * 2017-11-29 2018-04-27 中铁三局集团广东建设工程有限公司 Subway super large bored tunnel cubic meter of stone mechanically combining excavation construction method
CN108798684B (en) * 2018-06-28 2019-12-03 中电建十一局工程有限公司 A kind of method of completely decomposed fine sand stratum tunnel excavation
CN113153414B (en) * 2021-01-06 2023-02-28 西南交通大学 Disposal Measures and Construction Methods for Gas Tunnel Crossing Goaf of Underlying Coal Seam
CN113006146B (en) * 2021-03-31 2023-03-21 郑州航空工业管理学院 Device is paintd to circle cloudy well inner wall concrete
CN113006147B (en) * 2021-03-31 2023-05-16 中建泰基城市建设集团有限公司 Automatic plastering device for inner wall of round manhole

Family Cites Families (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1242217A (en) * 1917-06-20 1917-10-09 Thomas Malcolm Mcalpine Tunneling.
US1380400A (en) * 1918-08-08 1921-06-07 Blawknox Company Method of and apparatus for tunnel-work
US2377012A (en) * 1942-04-25 1945-05-29 Charles D Jacobs Underground tunnel construction
US2657916A (en) * 1950-12-26 1953-11-03 Bituminous Coal Research Rotary cutter bit
DE1008681B (en) 1952-03-31 1957-05-23 Korfmann Gmbh Maschf Road tunneling machine for brown coal civil engineering
DE1658769B1 (en) * 1967-07-31 1970-06-18 Wolff & Mueller Tunneling method
US3597929A (en) * 1968-08-02 1971-08-10 Albert G Bodine Method and device for tunneling
GB1408641A (en) * 1972-03-02 1975-10-01 Charcon Tunnelshld Tunnelling shields
US4009579A (en) * 1975-12-08 1977-03-01 Patzner Delbert M Method for constructing a tunnel or underpass
DE2621674C3 (en) * 1976-05-15 1978-11-09 Bochumer Eisenhuette Heintzmann Gmbh & Co, 4630 Bochum Process and device for driving and upgrading an underground route as well as upgrading the route to carry out the process
US4166509A (en) * 1976-08-20 1979-09-04 Japanese National Railways Process for excavating and constructing tunnel and excavating device
FR2372314A1 (en) 1976-11-26 1978-06-23 Charbonnages De France PRE-CUTTING MACHINE FOR A BLEED AROUND A FELLING FRONT
US4260194A (en) * 1978-11-01 1981-04-07 Messerschmitt-Bolkow-Blohm Gmbh Method and device for producing underground cavities using a driving shield
GB2113739B (en) * 1981-12-14 1985-06-19 Alphacrete Linings Reinforcing member
US4494617A (en) * 1983-01-27 1985-01-22 Harrison Western Corporation Shaft boring machine
US4646853A (en) * 1984-07-31 1987-03-03 The Robbins Company Shaft boring machine and method
US4666336A (en) * 1985-09-26 1987-05-19 Okumura Corporation Method of and apparatus for building thin lining on tunnel
AT384274B (en) * 1985-10-14 1987-10-27 Voest Alpine Ag SHIELD DRIVING MACHINE
IT1224420B (en) * 1987-12-29 1990-10-04 Rodio & C Const G PRE-ENGRAVING DEVICE FOR UNDERGROUND WORKS AND RELATED METHOD
IT1216116B (en) * 1988-03-16 1990-02-22 Rocksoil Srl METHOD FOR THE CONSTRUCTION OF GALLERIES OF GREAT LIGHT THROUGH CELL ARC.
JPH024485A (en) * 1988-06-21 1990-01-09 Toshiba Corp Apparatus for processing mail
IT1234069B (en) * 1989-04-28 1992-04-29 Trevi Spa PROCEDURE FOR THE EXECUTION OF THE COVERING OF A GALLERY AND EQUIPMENT FOR THE ACTIVATION OF THIS PROCEDURE
DE3921920A1 (en) * 1989-07-04 1991-01-10 Eickhoff Geb TUNNEL DRIVE AND REMOVAL DEVICE
IT1241223B (en) * 1990-05-11 1993-12-29 Trevi D.P.A. MACHINE FOR THE PREVENTIVE CONSOLIDATION OF GALLERY EXCAVATIONS USING THE PROTECTIVE UMBRELLA TECHNIQUE
DE4103847A1 (en) * 1991-02-08 1992-08-13 Eickhoff Geb METHOD AND DEVICE FOR LINING LONG-STRETCHED OPENINGS WITH CIRCULAR AND NON-CIRCULAR CROSS-SECTIONS, ESPECIALLY FOR CHANNEL AND TUNNEL CONSTRUCTION
FR2679295B1 (en) 1991-07-17 1997-11-14 Perforex PROCESS AND DEVICE FOR THE IN SITU CONCRETE OF A UNDERGROUND SINGLE AND CORRESPONDING CUTTING BLADE.
IT1257701B (en) 1991-10-25 1996-02-01 Trevi Spa IMPROVEMENTS TO THE PROCEDURE FOR THE EXECUTION OF THE COVERING OF A GALLERY AND EQUIPMENT SUITABLE FOR THE PURPOSE.
IT1256533B (en) * 1992-02-28 1995-12-07 Trevi Spa EQUIPMENT FOR THE EXCAVATION OF GALLERIES.
FR2711179B1 (en) 1993-10-15 1996-01-05 Bouygues Sa Method of cutting by successive grooves, in particular for making a vault or a pre-vault.
GB9402665D0 (en) 1994-02-11 1994-04-06 Dosco Overseas Eng Ltd Tunnelling machine

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