EP0162041A1 - Combined machine for drilling tunnels, respectively wells, with simultaneous coffering and shoring of the tunnel for the well, as well as rear transport of the cuttings - Google Patents

Combined machine for drilling tunnels, respectively wells, with simultaneous coffering and shoring of the tunnel for the well, as well as rear transport of the cuttings

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Withdrawn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)
French (fr)
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/en
Application filed by Individual filed Critical Individual
Publication of EP0162041A1 publication Critical patent/EP0162041A1/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Withdrawn legal-status Critical Current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
    • E21D9/12—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.The drilling head by threshing of the windmill wings and fitted with hard blades - with neutron bombardment or ultrasonic or laser beam machines - removes the cuttings by stays on the belt conveyor. Suction pumps remove water or cuttings residue. The primary shaft carried by 6 hydraulic cylinders is controlled in the control and measurement unit - suspended in the middle of the shaft - by computer, ultrasound, infrared, laser on screen after presentation of measurement cards. Pumps, pipes, nozzles and welding equipment bring insulation and consolidation material to the fixed material by a steel ring provided with internal and external plastic injection nozzles and connection supports for materials of construction and mounted on the primary shaft with a spherical joint, a bearing and springs which relax, as well as by a steel funnel joined to it. Cylinders mounted on a spring fixing - fixed on their side on the rails of the steel ring provided longitudinally and transversely with spherical joints - compress the insulation and consolidation material until it hardens. The operation of the primary shaft provided with a drilling threshing head is carried out by means of compressed air, an electric motor or a combustion engine. Drilling, removal of spoil, shoring and insulation of the tunnel are carried out in one operation.

Description

Kombinierte Tunnel- bzw. Schachtbohrmaschine mit gleichzeitigem Verschalen und Versteifen des Schachttunnels sowie Rücktransport des Aushubrnaterials . Combined tunnel or shaft drilling machine with simultaneous boarding and stiffening of the shaft tunnel and return transport of the excavated material.
Die Kombinationserfindung betrifft eine Maschine, mittels der Tunnels oder Schächte ohne vorheriges Aufreißen des Abräummaterials (Erde, Gestein etc.) - ausgenommen der Ansatz der Bohrung - in einem Arbeitsgang gebohrt, verschalt, mit Beton, Guß oder sonstigem Baustoff versteift und kuststoffversiegelt werden, wobei gleichzeitig das Aushubmaterial (Erde, Gestein etc.) beim Bohren der Tunnels herausgefördert wird.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.
Die konventionelle Art der Herstellung von Tunnels oder Schächten besteht darin, daß man die Erde aufreißt, abstützt und dann den Tunnel oder Schacht einschalt und mit flüssigem oder plastischen, später hart werdenden Baustoffen ausfüllt, danach wieder ausschalt und die entstandenen Hohlräume mit Ausfüllmaterial ausfüllt und verdichtet.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 .
Die bisher bekannten Verfahren sind ausgesprochen zeitaufwendig, mit hohen Lohnkosten und durch die jeweilige Absperrung des Bausektors mit Verkehrsbehinderungen und erheblichen Unannehmlichkeiten (Lärmbelästigung etc.) für die Verkehrsteilnehmer und Anwohner verbunden.The previously known methods are extremely time-consuming, involve high wage costs and, due to the respective closure of the construction sector, traffic congestion and considerable inconvenience (noise pollution, etc.) for road users and residents.
Nach den bisher bekannten Verfahren kann auch das verwandte Schalmaterial selten nochmals eingesetzt werden. Die bisher bekanntlich anzusetzenden Material- und Lohnkosten fallen nach den umständlichen Verfahren - abgesehen von erheblichen Lärmbelästigungen und Verkehrsbehinderungen der Anwohner und Verkehrsteilnehmer - neben in Kauf zu nehmenden langen Bauzeiten erheblich ins Gewicht.According to the previously known methods, 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.
Auch die Umweltbelastungen sind nach den bisherigen Verfahren außerordentlich hoch.The environmental impact is also extremely high according to the previous methods.
Der Kombinationserfindung liegt die Aufgabe zugrunde eine kombinierte Tunnel- bzw. Schachtbohrmaschine mit; gleichzeitigem Verschalen und Versteifen des Schachttunnels sowie Rücktransport des Aushubmaterials vorzuschlagen, die die vorstehend aufgezählten Nachteile der bisher bekannten Verfahren beseitigt, Behinderungen etc. verhindert und auf ein Mindestmaß beschränkt.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.
Damit entfallen:This eliminates:
Absperren ganzer Wohngebiete für den Verkehr, Aufreißen der vorhandenen Straßendecken, Verbrauch erheblichen Schalungsmaterials, bisher hohe Lärmbelästigungen und Umweltbelastungen und damit gleichzeitig bisher anfallende enorme Lohnkosten.Shutting off entire residential areas for traffic, tearing open the existing road surfaces, using considerable formwork material, previously high levels of noise pollution and environmental pollution and, at the same time, resulting in enormous wage costs.
Diese Aufgabe wird erfindungsgemäß dadurch gelöst, daß die kombinierte Maschine einen wiήdmühlflügelartigen Abräumkopf trägt, der das bestehende Material abbaut und zugleich in den Trichter unter der Bohrwelle auf das darunterlaufende Förderband transportiert. Dabei kann der Abraumkopf, der sich unmittelbar hinter dem eigentlichen Bohrer befindet, auch so konstruiert sein, daß der Tunnel oder Schacht jeweils fast kantig wird und lediglich leicht abgerundet wird.This object is achieved in that the combined machine carries a wiήdmühlflügel 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.
Die Versteifungen der einzelnen mit harten Materialien beschichteten Abräumblätter sind so angelegt, daß beim Bohren und Abräumen des Materials dieses direkt über den Trichter auf das Förderband gelangt.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.
Der mit harten Material beschichtete Bohrer, an den sich der erste Abräumflügel anschließt, wird von einer mindestens 2 m langen, tragenden Welle geführt. Daran anschließend befinden sich auf der gleichen Welle fest montiert die zweiten - den mindestens 2/3 Durchmesser des ersten Abräumflügels übersteigenden - Abräumflügel mit dem eigentlichen Tunneldurchmesser sowie Versteifungen die so angebracht sind, daß das Abraummaterial auf das unter der Welle laufende Förderband gelangt.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.
Am hinteren Ende der Welle befindet sich ein Lager mit Gehäuse.A bearing with a housing is located at the rear end of the shaft.
Auf der gleichen Welle, aber vorn unmittelbar hinter der Versteifung des Abräumkopfes sind mindestens drei Hydraulikzylinder - einzeln steuerbar aber letzten Endes doch aufeinander abgestimmt - die ihrerseits wiederum auf fest eingeschweißten Stahlschienen laufen, aufmontiert.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.
Über diese Hydraulikzylinder wird durch Meßgeräte an der Bohrmaschine der Bohr- und Abräumkopf in der gewünschten Richtung gesteuert. Die am Ende der Welle angesetzte Schlagbohrmaschine kann mit Druckluft oder elektrisch angetrieben werden.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.
Zwischen dem Abräumkopf und dem dahinter befindlichen Stahlring sind mehrere Kunststoff-Spritzdüsen bzw. Schweißgeräte angebracht, die nach dem Abbau der Abraummaterialien durch Auftragen eines Kunststofffilmes ein Abbröckeln des noch bestehenden Materials nach dem Ausbohren und Abräumen verhindert.Between the clearing head and the steel ring located behind it, several plastic spray nozzles or welding devices are attached, which, after the removal of the clearing materials by application of a plastic film, prevents the remaining material from crumbling after drilling and clearing.
Der Stahlring selbst enthält mehrere Stutzen an seiner Vorderseite, an die wiederum ein flexibler Schlauch angeschlossen ist, durch den mittels Druck flüssiger oder plastischer, jedenfalls später hart werdender Baustoff gepreßt wird und zugleich zusammen mit der Schlagbohrmaschine die ganze Kombination mit vorantreibt .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.
Durch die an Baustoffpumpen angeschlossenen flexiblen Schläuche und die ihrerseits am Stahlring sitzenden Stutzen wird je nach Richtungsänderung - gesteuert über Hydraulikzylinder - mehr oder weniger Baustoff eingepreßt.Due to the flexible hoses connected to the building material pumps and the sockets on the steel ring, depending on the change of direction - controlled by hydraulic cylinders - more or less building material is pressed in.
Der Stahlring mit seinen äußeren und inneren Kunststoff-Spritzdüsen und Baustoffanschlußstutzen muß mit einem Kugelgelenk auf der gleichen Welle und starken Federn zwischen Abräumkopf, Kugelgelenk und Halterung des Lagers, auf dem die Hydraulikzylinder aufmontiert sind, derart versteift werden, daß indirekt der Druck der Baustoffpumpen die Vorwärtsbewegung der kombinierten Maschine mitfördert. Der jeweils zur Versteifung des Tunnels benötigte Baustoff wird durch kleine Rollen, die die innere Plastikverschalung angepreßt auf den ganzen Umfang des Tunnels bis zur Erhärtung des Baustoffes verteilt .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.
Durch den Stahlring hindurch wird mittels Schweißgerät unmittelbar am hinderen Ende des Stahlringes eine der mindestens drei notwendigen Stahlschienen aufgeschweißt, auf denen die Rollen der Hydraulikzylinder laufen, die ihrerseits unmittelbar hinter der Versteifung auf dem vorstehend erwähnten Lager angebracht sind.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.
Mit dem gebohrten Tunnel laufend sind an den Hydraulikzylindern Längs- und Querschienen verbunden.Longitudinal and transverse rails are continuously connected to the hydraulic cylinders with the drilled tunnel.
Diese Schienen mit einer bestimmten Länge müssen mit Kugelgelenken längs und quer zur Ermöglichung einer Richtungsänderung durch kleine Rolle mit einer Federhalterung an den Schienen verbunden sein. These rails of a certain length must be connected with ball joints longitudinally and transversely to enable a change of direction by a small roller with a spring holder on the rails.

Claims

A n s p r ü c h e : Expectations :
1. Verfahren zur Herstellung von Tunneln bzw. Schächten, dadurch gekennzeichnet, daß durch eine kombinierte, über Computer und Hydraulikzylinder steuerbar Schlagbohrmaschine in einem Arbeitsgang unmittelbar nach dem Bohren das Abraummaterial herausbefördert, der Tunnel verschalt und mit isolierten Baustoffen sicher versteift wird.1. A process for the production of tunnels or shafts, characterized in that by a combined, computer and hydraulic cylinder controllable impact drill in a single operation immediately after drilling the removal material is conveyed out, the tunnel is boarded and securely stiffened with insulated building materials.
2. Kombinierte Maschine zum Ausführen des Verfahrens nach Anspruch 1, dadurch gekennzeichnet, daß unmittelbar hinter dem Bohr- und Abräumkopf Kunststoffspritzdüsen oder auf Rollen rotierende Schweißgeräte sofort nach dem Bohren auf das stehenbleibende Material eine Kunststoffschicht aufbringen, hinter der ein auf der Bohrwelle mit Kugelgelenk und Versteifungen gelagerter Stahlring mit Anschlußstutzen und flexiblen Schläuchen zum Einpressen von Baustoffen mittels Pumpen an den elastischen Kunststoff gepreßt wird, wobei auf der Innenseite des Stahlringes wiederum Kunststoffspritzdüsen oder Schweißgeräte Kunststoff in jeweils bestimmbarer Stärke auftragen, während kleine, auf Federhalterungen an längs- und querlaufenden, mit Kugelgelenken versehenen Schienen gelagerte Rollen den eingepreßten Baustoff auf einem jeweils regulierbaren Maß halten, während im Zentrum die mit Hydraulikzylindern auf eingeschweißten Schienen beweglich geführte Welle an ihrem hinteren Ende durch eine Schlagbohrmaschine angetrieben wird, wobei der beim Bohren anfallende Abraum durch einen unter der Welle befindlichen trichterförmigen Einlaufstutzen unmittelbar auf das abtransportierende Förderband gelangt, während an den Hydraulikzylindern Baustoffpumpen und Restmaterialien absaugende Staubsauger angebracht sind. 2. Combined machine for performing the method according to claim 1, characterized in that immediately behind the drilling and clearing head, plastic spray nozzles or rotating welding machines on rollers, immediately after drilling, apply a plastic layer to the stationary material, behind which a on the drilling shaft with ball joint and Stiffening steel ring with connecting pieces and flexible hoses for pressing in building materials is pressed onto the elastic plastic by means of pumps, whereby on the inside of the steel ring plastic spray nozzles or welding devices in turn apply plastic in a determinable thickness, while small ones, on spring mounts on longitudinal and transverse, with Ball-bearing rails mounted rollers keep the pressed-in building material at an adjustable level, while in the center the shaft, which is movably guided by hydraulic cylinders on welded-in rails, is at its rear end h an impact drill is driven, whereby the overburden obtained during drilling passes directly through a funnel-shaped inlet nozzle under the shaft onto the conveyor belt that is being removed, while building material pumps and residual materials extracting vacuum cleaners are attached to the hydraulic cylinders.
EP19830901710 1983-01-15 1983-05-19 Combined machine for drilling tunnels, respectively wells, with simultaneous coffering and shoring of the tunnel for the well, as well as rear transport of the cuttings Withdrawn EP0162041A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP83100314 1983-01-15
EP83100314A EP0084365A3 (en) 1982-01-15 1983-01-15 Combined tunnelling or shaft boring machine with simultaneous shuttering and supporting of the tunnel excavation, and removal of the excavated material

Publications (1)

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

Family

ID=8190236

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19830901710 Withdrawn EP0162041A1 (en) 1983-01-15 1983-05-19 Combined machine for drilling tunnels, respectively wells, with simultaneous coffering and shoring of the tunnel for the well, as well as rear transport of the cuttings

Country Status (2)

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

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101598025B (en) * 2009-06-22 2011-04-20 中国水利水电第七工程局有限公司 Multifunctional fabricated hydraulic drive moveable trestle
CN102678130B (en) * 2012-06-01 2014-06-25 日照市岚山岩水基础工程处 Multi-punch pin special push pipe
CN105134241A (en) * 2015-08-09 2015-12-09 张永忠 Fillet triangle tunnel excavator
CN105134233A (en) * 2015-08-09 2015-12-09 刘玉秋 Rhombus tunnel excavator
CN110924980A (en) * 2019-12-27 2020-03-27 常熟市神力机械制造有限责任公司 Pipeline assembling machine for shield machine

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 (en) * 1951-06-05 1954-06-14 Paul Chlebus Dipl Ing Dr Process and device for lining shafts, mines, galleries and tunnels
DE915925C (en) * 1951-10-21 1954-08-02 Paul Chlebus Dipl Ing Dr Process for lining shafts, mines, galleries and tunnels
DE1006879B (en) * 1955-09-12 1957-04-25 Wayss & Freytag Ag Method for producing a gallery or tunnel masonry
DE1229962B (en) * 1960-06-11 1966-12-08 Bergwerksverband Gmbh Process for maintaining the initial properties of the walls of mine workings
US3309142A (en) * 1963-05-31 1967-03-14 Robbins & Assoc James S Cutterhead assembly for a shield-type tunneling machine
US3247675A (en) * 1963-05-31 1966-04-26 Robbins & Assoc James S Segment erectors for a tunneling machine
DE1534602C3 (en) * 1966-09-27 1978-05-11 Bade & Co Gmbh, 3160 Lehrte Tubbing machine for tunneling shields
FR1506054A (en) * 1966-12-23 1967-12-15 Mekh Zd N Deg 5 Mechanized tunnel digging shield
SE378436B (en) * 1967-07-03 1975-09-01 Skanska Cementgjuteriet Ab
FR1567230A (en) * 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 (en) 1984-07-19

Similar Documents

Publication Publication Date Title
EP0565679B1 (en) Method for the replacement of, in particular, sewage pipes, and a device for carrying out the method
DE3419517C2 (en) Process for underground installation of pipelines and device for carrying out the process
EP0162041A1 (en) Combined machine for drilling tunnels, respectively wells, with simultaneous coffering and shoring of the tunnel for the well, as well as rear transport of the cuttings
EP2388377A2 (en) Method and device for manufacturing pipe bedding
DE2108591A1 (en) Device and procedure for the implementation of the shield construction method for the construction of tunnels or galleries
EP0084365A2 (en) Combined tunnelling or shaft boring machine with simultaneous shuttering and supporting of the tunnel excavation, and removal of the excavated material
DE3801824C1 (en) Method and apparatus for the trenchless laying of supply lines
DE4109871A1 (en) PIPE PRESSING DEVICE AND PIPE PRESSING METHOD FOR LAYING PIPELINES WITH A NON-ACCESSIBLE INTERNAL DIAMETER IN THE GROUND FLOOR
DE10010836B4 (en) Method for flushing a mixed water channel and device for this purpose
DE19511732C2 (en) Procedure for laying pipes in the ground between inspection shafts
EP0159573B1 (en) Process and device for the controlled advancing of under-ground pipes in inaccesible cross-sectional areas
DE19705566A1 (en) Pipe laying equipment for replacing steel pipelines with plastic, avoiding trenching
DE2953594A1 (en) Process and apparatus for pulverizing base rock
DE3122710C2 (en) Process for laying pipes of small, non-accessible inner diameters in the ground
DE2021839C3 (en) Device for driving advancing structures
DE2744271C2 (en)
DE3306405A1 (en) Method and apparatus for laying piping systems in the ground
JPS594029B2 (en) Penetration piping method and equipment that simultaneously strengthens the consolidation of the ground
DE19608815C1 (en) Device for producing sealing floor in ground, used in construction
DE3249087C2 (en) Device for driving a gallery, tunnel or the like in the pipe pre-pressing operation, in particular for the production of a non-accessible pipeline
DE3937676A1 (en) Method of tunnelling in sandy soil - involves using cylindrical shield with conical bore
DE68760C (en) Process and devices for tunnel construction in non-rocky soil with simultaneous production of a permanent concrete lining that absorbs the rock pressure
DE4418953C2 (en) Method and device for the rehabilitation of old pipes, in particular for landfills
DE10022621C1 (en) Underground pipeline renewal method uses micro-tunneling technology for removal of old pipeline and simultaneous laying of new pipeline
DE3204564A1 (en) Apparatus for driving galleries, tunnels or the like in pipe-advancing operation, in particular for producing an inaccessible pipeline

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): AT BE CH DE FR GB LI LU NL SE

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19851017