WO1998007961B1 - Tunnelling process and device - Google Patents
Tunnelling process and deviceInfo
- 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
Links
- 230000005641 tunneling Effects 0.000 claims 3
- 230000033001 locomotion Effects 0.000 claims 2
- 238000004519 manufacturing process Methods 0.000 claims 2
- 239000000463 material Substances 0.000 claims 2
- 230000037250 Clearance Effects 0.000 claims 1
- 230000035512 clearance Effects 0.000 claims 1
- 230000001276 controlling effect Effects 0.000 abstract 1
- 230000001105 regulatory Effects 0.000 abstract 1
- 239000011435 rock Substances 0.000 abstract 1
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)
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US09/242,104 US6315496B1 (en) | 1996-08-16 | 1997-08-14 | Method of lining a tunnel and apparatus for performing the same |
AU42991/97A AU4299197A (en) | 1996-08-16 | 1997-08-14 | Tunnelling process and device |
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 |
DE19780877T DE19780877D2 (en) | 1996-08-16 | 1997-08-14 | Process and device in tunnel construction |
DE59709161T DE59709161D1 (en) | 1996-08-16 | 1997-08-14 | METHOD AND DEVICE IN TUNNEL CONSTRUCTION |
JP51036298A JP2002513452A (en) | 1996-08-16 | 1997-08-14 | Method and apparatus for constructing a tunnel |
EP97918982A EP0918921B1 (en) | 1996-08-16 | 1997-08-14 | Tunnelling process and device |
HK00102545A HK1024283A1 (en) | 1996-08-16 | 2000-04-27 | A method and a device for the construction of tunnels |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19633056 | 1996-08-16 | ||
DE19633056.4 | 1996-08-16 | ||
DE19650330.2 | 1996-12-04 | ||
DE19650330A DE19650330A1 (en) | 1996-08-16 | 1996-12-04 | Process and device in tunnel construction |
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 WO1998007961A1 (en) | 1996-08-16 | 1997-08-14 | Tunnelling process and device |
Country Status (11)
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) |
HK (1) | HK1024283A1 (en) |
WO (1) | WO1998007961A1 (en) |
Families Citing this family (10)
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 method for underground structure |
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 | Crossed building block wall body supporting method for reinforcing forefield abandoned roadway |
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 measure for gas tunnel to penetrate through underlying coal seam goaf and construction method thereof |
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 |
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DE1008681B (en) * | 1952-03-31 | 1957-05-23 | Korfmann Gmbh Maschf | Road tunneling machine for brown coal civil engineering |
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US3597929A (en) * | 1968-08-02 | 1971-08-10 | Albert G Bodine | Method and device for tunneling |
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-
1997
- 1997-08-14 ES ES97918982T patent/ES2192266T3/en not_active Expired - Lifetime
- 1997-08-14 WO PCT/EP1997/004418 patent/WO1998007961A1/en active IP Right Grant
- 1997-08-14 US US09/242,104 patent/US6315496B1/en not_active Expired - Fee Related
- 1997-08-14 JP JP51036298A patent/JP2002513452A/en active Pending
- 1997-08-14 AT AT97918982T patent/ATE231212T1/en not_active IP Right Cessation
- 1997-08-14 DE DE19780877T patent/DE19780877D2/en not_active Expired - Fee Related
- 1997-08-14 EP EP97918982A patent/EP0918921B1/en not_active Expired - Lifetime
- 1997-08-14 CN CN97198820A patent/CN1083050C/en not_active Expired - Fee Related
- 1997-08-14 CA CA002263299A patent/CA2263299A1/en not_active Abandoned
- 1997-08-14 AU AU42991/97A patent/AU4299197A/en not_active Abandoned
-
2000
- 2000-04-27 HK HK00102545A patent/HK1024283A1/en not_active IP Right Cessation
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