EP0162041A1 - Machine combinee pour forer des tunnels, respectivement des puits avec coffrage et etayage simultanes du tunnel ou du puits, ainsi que transport vers l'arriere des deblais - Google Patents

Machine combinee pour forer des tunnels, respectivement des puits avec coffrage et etayage simultanes du tunnel ou du puits, ainsi que transport vers l'arriere des deblais

Info

Publication number
EP0162041A1
EP0162041A1 EP19830901710 EP83901710A EP0162041A1 EP 0162041 A1 EP0162041 A1 EP 0162041A1 EP 19830901710 EP19830901710 EP 19830901710 EP 83901710 A EP83901710 A EP 83901710A EP 0162041 A1 EP0162041 A1 EP 0162041A1
Authority
EP
European Patent Office
Prior art keywords
drilling
shaft
well
tunnel
cuttings
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Withdrawn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
EP19830901710
Other languages
German (de)
English (en)
Inventor
Karl Merkle
Erich Bingiesser
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
Priority claimed from EP83100314A external-priority patent/EP0084365A3/fr
Application filed by Individual filed Critical Individual
Publication of EP0162041A1 publication Critical patent/EP0162041A1/fr
Withdrawn legal-status Critical Current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
    • E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • 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
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • 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
    • E21D9/10—Making by using boring or cutting machines

Definitions

  • the combination invention relates to a machine by means of which tunnels or manholes are drilled, boarded, stiffened with concrete, cast or other building material and sealed with a plastic seal without first tearing open the clearing material (earth, rock, etc.) - except for the start of the drilling at the same time, the excavated material (earth, rock, etc.) is extracted when drilling the tunnels.
  • the conventional way of producing tunnels or shafts is to tear open the earth, support it and then switch on the tunnel or shaft and fill it with liquid or plastic building materials that will harden later, then switch it off again and fill in and compact the resulting cavities with filler material .
  • the related formwork material can rarely be used again.
  • the material and wage costs, which are known to be used up to now, are significant in addition to the long construction times to be accepted - apart from considerable noise pollution and traffic disruption to residents and road users.
  • the combination invention is based on the task of a combined tunnel or shaft drilling machine with; to propose simultaneous boarding and stiffening of the shaft tunnel and return transport of the excavated material, which eliminates the above-mentioned disadvantages of the previously known methods, prevents obstructions, etc. and limits them to a minimum.
  • the combined machine carries a wi ⁇ dmühleriel Like clearing head, which breaks down the existing material and at the same time transported into the hopper under the drilling shaft on the conveyor belt running below.
  • the overburden head which is located directly behind the actual drill, can also be constructed in such a way that the tunnel or shaft in each case becomes almost angular and is only slightly rounded.
  • the stiffeners of the individual clearing sheets coated with hard materials are designed in such a way that when drilling and clearing the material, it reaches the conveyor belt directly via the funnel.
  • the drill, coated with hard material, to which the first clearing wing is connected, is guided by a supporting shaft that is at least 2 m long. Then the second clearing blade with the actual tunnel diameter and stiffeners are attached to the same shaft so that the clearing material gets onto the conveyor belt running beneath the shaft - which exceeds the at least 2/3 diameter of the first clearing blade.
  • a bearing with a housing is located at the rear end of the shaft.
  • At least three hydraulic cylinders - individually controllable but ultimately coordinated with one another - are mounted on the same shaft, but in the front directly behind the stiffening of the clearing head, which in turn run on firmly welded steel rails.
  • the drilling and clearing head is controlled in the desired direction by measuring devices on the drilling machine via these hydraulic cylinders.
  • the hammer drill at the end of the shaft can be driven with compressed air or electrically.
  • the steel ring itself contains several nozzles on its front, to which in turn a flexible hose is connected, through which liquid or plastic, at least later hard, building material is pressed and at the same time drives the whole combination together with the impact drill.
  • the steel ring with its outer and inner plastic spray nozzles and building material connecting piece must be stiffened with a ball joint on the same shaft and strong springs between the clearing head, ball joint and bracket of the bearing on which the hydraulic cylinders are mounted, so that the pressure of the building material pumps indirectly Promotes forward movement of the combined machine.
  • the building material required to stiffen the tunnel is distributed over the entire circumference of the tunnel by small rollers that press the inner plastic casing until the building material hardens.
  • One of the at least three necessary steel rails is welded through the steel ring by means of a welding device directly at the rear end of the steel ring, on which the rollers of the hydraulic cylinders run, which in turn are mounted directly behind the stiffening on the bearing mentioned above.
  • Longitudinal and transverse rails are continuously connected to the hydraulic cylinders with the drilled tunnel.

Landscapes

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

Abstract

La tête de forage par battage de déblaiement en ailes de moulin à vent et dotée de lames dures- avec des automates à bombardement de neutron ou d'ulta-sons ou à rayon laser- évacue les déblais par des étais sur la convoyeuse à bande. Des pompes aspirantes enlèvent l'eau ou les résidus de déblais. L'arbre primaire porté par 6 cylindres hydrauliques est commandé dans le boîtier de commande et de mesure- suspendu au milieu de l'arbre- par ordinateur, ultra-son, infrarouge, laser sur écran après présentation de cartes de mesure. Des pompes, des tuyaux, des buses et des appareils de soudage amènent sur le matériau fixe du matériau d'isolation et de consolidation par un anneau en acier doté de buses d'injection de matière synthétique intérieures et extérieures et de supports de raccordement pour matériaux de construction et monté sur l'arbre primaire avec une articulation sphérique, un palier et des ressorts qui se relâchent, ainsi que par un entonnoir en acier joint à celui-ci. Des cylindres montés sur fixation à ressort- fixés de leur côté sur les rails de l'anneau en acier dotés longitudinalement et transversalement d'articulations sphériques- compriment le matériau d'isolation et de consolidation jusqu'à son durcissement. Le fonctionnement de l'arbre primaire doté d'une tête de forage par battage de déblaiement est exécuté au moyen d'air comprimé, d'un moteur électrique ou d'un moteur à combustion. Le forage, l'évacuation des déblais, l'étayage et l'isolation du tunnel s'effectuent en une opération.
EP19830901710 1983-01-15 1983-05-19 Machine combinee pour forer des tunnels, respectivement des puits avec coffrage et etayage simultanes du tunnel ou du puits, ainsi que transport vers l'arriere des deblais Withdrawn EP0162041A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP83100314 1983-01-15
EP83100314A EP0084365A3 (fr) 1982-01-15 1983-01-15 Machine de creusement de tunnel ou de puits combinée simultanément avec le coffrage et l'étançonnement de l'excavation du tunnel et avec l'évacuation des débris de creusement

Publications (1)

Publication Number Publication Date
EP0162041A1 true EP0162041A1 (fr) 1985-11-27

Family

ID=8190236

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19830901710 Withdrawn EP0162041A1 (fr) 1983-01-15 1983-05-19 Machine combinee pour forer des tunnels, respectivement des puits avec coffrage et etayage simultanes du tunnel ou du puits, ainsi que transport vers l'arriere des deblais

Country Status (2)

Country Link
EP (1) EP0162041A1 (fr)
WO (1) WO1984002740A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101598025B (zh) * 2009-06-22 2011-04-20 中国水利水电第七工程局有限公司 多功能装配式液压驱动移动栈桥
CN102678130B (zh) * 2012-06-01 2014-06-25 日照市岚山岩水基础工程处 多冲头异形顶管
CN105134241A (zh) * 2015-08-09 2015-12-09 张永忠 圆角三角形隧道挖掘机
CN105134233A (zh) * 2015-08-09 2015-12-09 刘玉秋 菱形隧道挖掘机
CN110924980A (zh) * 2019-12-27 2020-03-27 常熟市神力机械制造有限责任公司 一种盾构机用管道拼装机

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1751147A (en) * 1929-03-11 1930-03-18 Roy C Hackley Method of lining tunnels with concrete and apparatus therefor
GB710494A (en) * 1951-01-10 1954-06-16 Edmund Nuttall Sons & Company Improvements in and relating to lining tunnels or bores with concrete
DE913403C (de) * 1951-06-05 1954-06-14 Paul Chlebus Dipl Ing Dr Verfahren und Vorrichtung zur Auskleidung von Schaechten, Grubenbauen, Stollen und Tunneln
DE915925C (de) * 1951-10-21 1954-08-02 Paul Chlebus Dipl Ing Dr Verfahren zur Auskleidung von Schaechten, Grubenbauen, Stollen und Tunneln
DE1006879B (de) * 1955-09-12 1957-04-25 Wayss & Freytag Ag Verfahren zum Herstellen eines Stollen- oder Tunnelmauerwerks
DE1229962B (de) * 1960-06-11 1966-12-08 Bergwerksverband Gmbh Verfahren zur Erhaltung der Anfangseigenschaften der Wandungen von Grubenbauen
US3247675A (en) * 1963-05-31 1966-04-26 Robbins & Assoc James S Segment erectors for a tunneling machine
US3309142A (en) * 1963-05-31 1967-03-14 Robbins & Assoc James S Cutterhead assembly for a shield-type tunneling machine
DE1534602C3 (de) * 1966-09-27 1978-05-11 Bade & Co Gmbh, 3160 Lehrte Tübbingversetzmaschine fur Vortriebsschilde
FR1506054A (fr) * 1966-12-23 1967-12-15 Mekh Zd N Deg 5 Bouclier de creusement mécanisé de galeries
SE378436B (fr) * 1967-07-03 1975-09-01 Skanska Cementgjuteriet Ab
FR1567230A (fr) * 1968-02-23 1969-05-16
US4043600A (en) * 1975-09-22 1977-08-23 Dresser Industries, Inc. Adjustable bucket for an earth boring machine

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8402740A1 *

Also Published As

Publication number Publication date
WO1984002740A1 (fr) 1984-07-19

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PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

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AK Designated contracting states

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Effective date: 19851017