EP0097113A3 - Method of driving a tunnel in stressed rock - Google Patents

Method of driving a tunnel in stressed rock Download PDF

Info

Publication number
EP0097113A3
EP0097113A3 EP83710034A EP83710034A EP0097113A3 EP 0097113 A3 EP0097113 A3 EP 0097113A3 EP 83710034 A EP83710034 A EP 83710034A EP 83710034 A EP83710034 A EP 83710034A EP 0097113 A3 EP0097113 A3 EP 0097113A3
Authority
EP
European Patent Office
Prior art keywords
mountains
tunnel
shield
devices
procedure
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.)
Withdrawn
Application number
EP83710034A
Other languages
German (de)
French (fr)
Other versions
EP0097113A2 (en
Inventor
Lothar Dr.-Ing. Anheuser
Rolf Dipl.-Ing. Knodel
Claus Dipl.-Ing. Becker
Hans Dipl.-Ing. Lingenfelser
Horst Dipl.-Ing. Dr. Meissner
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.)
Wayss and Freytag AG
Original Assignee
Wayss and Freytag AG
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 Wayss and Freytag AG filed Critical Wayss and Freytag AG
Publication of EP0097113A2 publication Critical patent/EP0097113A2/en
Publication of EP0097113A3 publication Critical patent/EP0097113A3/en
Withdrawn legal-status Critical Current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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/05—Lining with building materials using compressible insertions
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

Verfahren zum Herstellen eines Tunnels in druckhaftem Gebirge mit Schildvortriebsmaschine und vorgefertigtem, im Schild montierten Tübbigausbau sowie Vorrichtungen zur Durchführung des Verfahrens. Process for making a tunnel in pressure Mountains with shield tunneling machine and prefabricated, in Shield-mounted tubbing extension and devices for Execution of the procedure.

Bei diesem Verfahren werden die Selbststabilisierungs­ kräfte des Gebirges zur Entlastung der Tunnelkonstruktion ak­ tiviert, indem der Tunnelausbruch mit einem gegenüber dem Umfang der Stützkonstruktionen (Vortriebsschild und Ausbau) geringen, festgelegten, planmässigen Überschnitt im Hän­ gendbereich hergestellt wird, der etwa der bei Ausbildung des inneren Stützgerüstes zu erwartenden Verformung des Gebir­ ges entspricht. Durch hydraulisch aus dem starren Schild (7) ausfahrbare Vorrichtungen (6) und entsprechende Vorrichtun­ gen in der Auskleidung (Sandtöpfe in ausgewählten Tübbing­ längsfugen) wird das Gebirge nur nachgiebig gestützt, so dass die Stützung sich den Verformungen des Gebirges, die zur Aus­ bildung des inneren Traggerüstes nötig sind, anpassen kann. With this procedure, the self-stabilization forces of the mountains to relieve the tunnel construction ak tiviert by the tunnel eruption with one opposite the Scope of the supporting structures (tunneling shield and removal) small, fixed, scheduled overlap in the hand area is produced, which is about the formation of inner scaffold expected deformation of the rock total corresponds. By hydraulically from the rigid shield (7) extendable devices (6) and corresponding devices in the lining (sand pots in selected tubbing longitudinal joints), the mountains are only flexibly supported, so that the support itself to the deformations of the mountains that lead to the end formation of the inner supporting structure are necessary, can adapt.

EP83710034A 1982-06-16 1983-06-11 Method of driving a tunnel in stressed rock Withdrawn EP0097113A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3222556 1982-06-16
DE19823222556 DE3222556C1 (en) 1982-06-16 1982-06-16 Method and device for producing a tunnel in pressurized mountains by means of shield driving

Publications (2)

Publication Number Publication Date
EP0097113A2 EP0097113A2 (en) 1983-12-28
EP0097113A3 true EP0097113A3 (en) 1986-03-12

Family

ID=6166156

Family Applications (1)

Application Number Title Priority Date Filing Date
EP83710034A Withdrawn EP0097113A3 (en) 1982-06-16 1983-06-11 Method of driving a tunnel in stressed rock

Country Status (2)

Country Link
EP (1) EP0097113A3 (en)
DE (1) DE3222556C1 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE147477T1 (en) * 1992-02-21 1997-01-15 Mayreder Bauholding Gmbh METHOD FOR PRODUCING LONG TUNNELS USING TUBING CONSTRUCTION
RU2475649C1 (en) * 2011-07-19 2013-02-20 Леван Васильевич Гоглидзе Method of tunnel building
CN102966016B (en) * 2012-12-18 2016-01-13 中交公路规划设计院有限公司 The prefabricated runway structure of a kind of shield tunnel internal double layers
CN104727828B (en) * 2015-01-30 2017-05-03 北京交通大学 Tunnel pre-support management method based on deformation control
CN106321107A (en) * 2016-09-06 2017-01-11 中铁二十四局集团南昌铁路工程有限公司 Method for controlling overcut tunnel construction of rock cantilever heading machine
CN110318419B (en) * 2019-06-20 2021-03-19 中国十七冶集团有限公司 Construction method of one-lining door opening support of underpass type pipe gallery
DE102020111585A1 (en) * 2020-04-28 2021-10-28 Herrenknecht Aktiengesellschaft Tunnel boring machine

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB276496A (en) * 1926-08-23 1927-09-01 Johann John Lining of mine galleries
CH579209A5 (en) * 1973-09-11 1976-08-31 Mueller Henry Adaptable tunnel lining prefabricates - adjustable ring with hydraulic press unit adapts to rock pressure
AU502143B2 (en) * 1978-05-04 1979-07-12 Robbins Company, The Tunneling machine

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB276496A (en) * 1926-08-23 1927-09-01 Johann John Lining of mine galleries
CH579209A5 (en) * 1973-09-11 1976-08-31 Mueller Henry Adaptable tunnel lining prefabricates - adjustable ring with hydraulic press unit adapts to rock pressure
AU502143B2 (en) * 1978-05-04 1979-07-12 Robbins Company, The Tunneling machine

Also Published As

Publication number Publication date
EP0097113A2 (en) 1983-12-28
DE3222556C1 (en) 1983-12-22

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Effective date: 19870611

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18D Application deemed to be withdrawn

Effective date: 19871022

RIN1 Information on inventor provided before grant (corrected)

Inventor name: KNODEL, ROLF, DIPL.-ING.

Inventor name: MEISSNER, HORST, DIPL.-ING. DR.

Inventor name: BECKER, CLAUS, DIPL.-ING.

Inventor name: LINGENFELSER, HANS, DIPL.-ING.

Inventor name: ANHEUSER, LOTHAR, DR.-ING.