EP0000576A1 - Méthode pour revêtir un conduit - Google Patents

Méthode pour revêtir un conduit Download PDF

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Publication number
EP0000576A1
EP0000576A1 EP19780100492 EP78100492A EP0000576A1 EP 0000576 A1 EP0000576 A1 EP 0000576A1 EP 19780100492 EP19780100492 EP 19780100492 EP 78100492 A EP78100492 A EP 78100492A EP 0000576 A1 EP0000576 A1 EP 0000576A1
Authority
EP
European Patent Office
Prior art keywords
tube
passageway
deflected
pipeline
condition
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.)
Granted
Application number
EP19780100492
Other languages
German (de)
English (en)
Other versions
EP0000576B1 (fr
Inventor
Bernard Barber
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.)
Trio Engineering Ltd
Original Assignee
Trio Engineering Ltd
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 Trio Engineering Ltd filed Critical Trio Engineering Ltd
Publication of EP0000576A1 publication Critical patent/EP0000576A1/fr
Application granted granted Critical
Publication of EP0000576B1 publication Critical patent/EP0000576B1/fr
Expired legal-status Critical Current

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C63/00—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
    • B29C63/38—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor by liberation of internal stresses
    • B29C63/46—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor by liberation of internal stresses of internal surfaces
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C53/00—Shaping by bending, folding, twisting, straightening or flattening; Apparatus therefor
    • B29C53/36—Bending and joining, e.g. for making hollow articles
    • B29C53/38—Bending and joining, e.g. for making hollow articles by bending sheets or strips at right angles to the longitudinal axis of the article being formed and joining the edges
    • B29C53/48—Bending and joining, e.g. for making hollow articles by bending sheets or strips at right angles to the longitudinal axis of the article being formed and joining the edges for articles of indefinite length, i.e. bending a strip progressively
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C63/00—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
    • B29C63/26—Lining or sheathing of internal surfaces
    • B29C63/34—Lining or sheathing of internal surfaces using tubular layers or sheathings
    • B29C63/343—Lining or sheathing of internal surfaces using tubular layers or sheathings the tubular sheathing having a deformed non-circular cross-section prior to introduction
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16—Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/165—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section
    • F16L55/1652—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section the flexible liner being pulled into the damaged section
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L58/00—Protection of pipes or pipe fittings against corrosion or incrustation
    • F16L58/02—Protection of pipes or pipe fittings against corrosion or incrustation by means of internal or external coatings
    • F16L58/04—Coatings characterised by the materials used
    • F16L58/10—Coatings characterised by the materials used by rubber or plastics
    • F16L58/1009—Coatings characterised by the materials used by rubber or plastics the coating being placed inside the pipe
    • F16L58/1027—Coatings characterised by the materials used by rubber or plastics the coating being placed inside the pipe the coating being a sprayed layer
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/4981—Utilizing transitory attached element or associated separate material
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49826—Assembling or joining
    • Y10T29/49863—Assembling or joining with prestressing of part
    • Y10T29/4987—Elastic joining of parts
    • Y10T29/49872—Confining elastic part in socket
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/53—Means to assemble or disassemble
    • Y10T29/53657—Means to assemble or disassemble to apply or remove a resilient article [e.g., tube, sleeve, etc.]

Definitions

  • This invention relates to the lining of passageways, especially long underground passageways, such as sewers and pipelines.
  • Passageways may need repair because of a number of reasons.
  • an underground sewer may be leaking to such an extent that sewage is leaking into the surrounding subsoil or a pipeline may be leaking to such an extent that ground water and other liquid deposits are leaking through the pipeline into the interior of the pipeline, which may be carrying a medium which is becoming contaminated by the ingressing liquid.
  • the passageways may require repairs where they are not actually leaking, but are corroding or eroding, which could leak to leakage.
  • it may be required to line a passageway in order to change its function e.g.
  • liners for pipelines vary from thin, flimsy forms of plastics foil where a surface is simply to be protected from an environment, to heavy resin impregnated felts where the liner is to support the pressure of the medium flowing in the passageway and to protect the passageway surface from chemical attack and impacts from obj.ects and debris being carried by the medium.
  • the present invention deals with this need and in accordance with the invention there is provided a method of lining passageways comprising extruding a tubular liner of plastics at the site of the passageway to be lined, such liner being of such a resiliency that it can be flexed but will return or tend to return to the unflexed condition when released, deflecting the tubular extrudate to a condition in which the largest diametral dimension of the deflected tube is less than the outer diemeter of the undeflected tube, releasably holding the tube, whilst in deflected condition, inserting the held, deflected tube into the passageway to be lined, and releasing the hold on the tube when the tube is in the passageway and either allowing or causing the tube to return to its central undeflected condition.
  • the extruding, deflecting, holding and inserting the tube in the passageway preferably is effected in a continuous operation.
  • the interior of the tube may be pressurised in order fully to redeflect the tube to the circular form, or such operation may be effected by passing a pipeline pig through the tube.
  • the tube may be edflected to horse-shoe shape in cross section and the holding means may be a tape or slaeve of plastics foil.
  • the holding means may be a tape or slaeve of plastics foil.
  • a tape it may be applied to the tube with adhesive and be such as to be releasable by peeling the tape from. the tube.
  • the tube There used it may have a seam of weakening which can be suptured, for example by igniting a fuse embodied therein along such seam.
  • the tube After the tube is extruded and whilst still soft, it may be expanded up to the required size before being deflected.
  • the process of the invention can be repeated a number of times, each subsequent extrudate being inserted in the previous extrudate, until a liner of the desired thickness is formed.
  • reference 10 indicates a conventional extruder for producing a tubular plastics material extrudate 12.
  • the extrudate is shown as passing through spray bars 14 from which cold water is sprayed onto the extrudate in order that the plastics material will set, and from the spray bars, the plastics material tube passes through a forming apparatus 15, comprising a deflecting roller 16 carried by a frame 18, and folding rollers 20.
  • the deflecting roller 16 deflects the upper central portion of the tube which is semi-rigid so that it takes up a horse-shoe type configuration in cross section as shown in Fig. 2 and the rollers 2 0 , which are waisted as shown press the sides of the horse-shoe cross section together.
  • a driving roller 22 drives and supports the tube 12. Said roller 22 is driven by a motor 34.
  • a plastics foil or fabric 24 which may be of polyvinyl chloride and is wrapped around the tube 12 as shown so that the edges thereof overlap at a hot malt bonder unit 26, and such edges are sealed in order to form a sleeve around the deflected tube 12 to hold it in the deflected condition.
  • a fuse wire 28 which is supplied from a fuse supply reel 30. The purpose of the fuse wire will become clear hereinafter.
  • the thus deflected tube 12, held in deflected condition by the foil 24 is fed directly into a passageway 35 .to be lined with the material of tube 12. Insertion into the passageway 35 is facilitated by virtue of the fact that the tube 12 is held in deflected condition and in this condition the largest diametral dimension of the tube 12 is less than the outer diameter of the tube prior to deflection and is smaller than the inner diameter of the passageway to be lined.
  • the free end of the tube 12 is shown as being connected to a pulling member 37 in the form of a rope, and additionally the tube 12 is shown as being led through a lead-in pipe 36 and out of a tail pipe 38.
  • the pipes 36 and 38 are connected to the ends of the underground pipeline 30 in a watertight manner, and in fact the passageway 30 and the pipes 36 and 38 are flooded with water in order to facilitate travel of the tube 12 through the passageway 30.
  • the water can be removed from the passageway, but it may be desireable to introduce a lubrucant into the water, such as. a soap composition in order that the tube 12 which in itself is reasonably bendable, can easily follow beds in the passageway 35. This applied especially in the case where the passageway is pre- lined with a thin film of plastics material such as polythene film.
  • the free end of the tube 12 will of course be sealed in order that the interior of the pipe does not become flooded with water, although in some instances it may be acceptable to allow this to happen. It is desireable that the pipe 12, which may have to travel long lengths, e.g. over 1,000 ft. should have as near neutral buoyancy in any liquid contained in the passageway 37, as otherwise there could be substantial drag forces exerted on the lines as it is inserted into the pipeline.
  • the process up to the stage of placement of the lining tube 12 in the pipeline 35 is continuous, which provides for minimum operation time, but if the extruder can be stopped and started satisfactorily, the process can be operated on a step by step basis.
  • the holding effect of the sleeve 24 is released, and in this example this is achieved by igniting the fuse 28 which ruptures the sleeve 24, and allows the deflected tube 12 once more to expand to the circular condition and into a position lining the interior of the passageway 30.
  • the return of the tube 12 to circular form may be assisted by pressurising the interior of the tube 12 with fluid under pressure as by passing a pipeline pig therethrough from end to end.
  • the lining tube 12 may be of slightly larger diameter or smaller diameter than that of the passageway or pipeline.
  • the tube 12 is of slightly larger diameter, when it returns to its circular form in the passageway or pipe line it snaps into position and in so doing becomes circumferentially compressed in that it is prevented from taking up its natural size.
  • the lining tube 12 is sized to snap into a circumferentially stressed condition as described, it is preferably only slightly larger diameter than the pipeline or passageway to ensure that the tube 12 does snap into circular form. This arrangement is useful when the lining operation is to provide for example a liquid impermeable barrier rather than stress taking member.
  • the tube 12 When the tube 12 is sized to be of smaller diameter than the pipeline or passageway surface to be lined, it may be only slightly smaller or significantly smaller.
  • the fold in the tube 12 as formed by rollers 16, 20 may be filled with a filling material such as mastic which spreads round the tube to fill the clearance between the tube 12 and pipeline or passageway surface, when the hold on the deflected tube 12 is released.
  • a filling material such as mastic which spreads round the tube to fill the clearance between the tube 12 and pipeline or passageway surface, when the hold on the deflected tube 12 is released.
  • the invention is particularly suitable for pipelines and passageways which are neither too small not too large.
  • very large passageways i.e. ones in which human beings can freely walk or move
  • other lining techniques can be used, because there is not the same difficulty in the creation of joints between sections of liner, and for very small pipelines, it becomes extremely difficult to deflect the tubular member 12 down to a smaller size for insertion in the pipeline and the frictional forces created by endeavouring to direct a deflected tube around bends and curves become prohibitive.
  • the invention can however be used over a wide range of passageway sizes for example from pipelines of the order of 4 or 5 inches diameter up to passageways of the order of 4 to 5 feet.
  • the final size of the tube 12 as it is extruded from the extruder 10 is established before the material is set and there may be a means for causing the extrudate to inflate up to the desired size whilst it is still soft. It will be necessary of course to reduce the size of subsequent extrudates when a multilayer lining tube is being built up, such as in the arrangement shown in Fig. 3.
  • the tubular e y trudate may be formed of any suitable material such as polypropylene, high density polyethene or similar plastics material which has a significant plastic memory, and preferably is of a thickness to give the required flexing and recovery characteristics. Polypropylene of a thickness of 1 ⁇ 8" appears to give satisfactory characteristics in this respect.
  • the holding means may be severed by a cutting means, or it may be in the form of a tape which is adhesively applied to the tube 12, but can be peeled therefrom, or it may be provided with a line of weakening which is fractured as a result of pressurisation of the interior of the tube 12 after it has been placed in position.
  • the holding effect is achieved by wrapping a web around the deflected tube in much the same manner as indicated in Fig.
  • An alternative holding arrangement comprises a mandrel of appropriate shape and having ducting whereby, when the tube is over the mandrel, and a source of negative pressure is applied to the ducting, the tube is sucked onto the mandrel, and in being so sucked, the sectional shape changes such that the largest diametral dimension is less than that of the tube before deflection.
  • the tube is so held until it is placed in the passageway when the source of negative pressure is released and air under pressure is supplied to the ducting inflating the tube to its original form.
  • the tube 12 will tend to return to its initial undeflected condition, but to ensure that it does it may be desireable to pressurise the interior of the tube 12 or to pass a pipeline pig therethrough.
  • the tube 12 is of slightly larger diameter than the internal diameter of the passageway 35, it will finally be placed in position by a snapping action which results in the liner tube being placed in compression, as described herein. Where a multi-layered liner is built up, it can be arranged that each subsequent extrudate is snapped into the previous extrudate in the manner described above.
  • FIG. 5 in this drawing there is shown an arrangement illustrating how the end of the liner may be anchored by the use of complimentary wedging collars.
  • An outerfrusto-conical collar 40 is bolted to the end of the pipeline 35 and the free end of the liner 12 overhangs the bolt joint by an amount equal to the length of the collar 40.
  • a male collar 42 having a frusto-conical outer surface is inserted into the free end of the liner 12 such that bolt holes in flanges of collars 40 and 42 become aligned and bolts are passed therethrough and tightened with the effect that the free end of the lining tube 12 becomes trapped and wedged between the frusto-conical faces of the two collars 40 and 42.
  • Other arrangements for fixing the ends of the lining tube can of course be used.
  • the invention also provides a passageway lined in accordance with the method.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Manufacturing Of Printed Wiring (AREA)
EP19780100492 1977-07-27 1978-07-24 Méthode pour revêtir un conduit Expired EP0000576B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB3162877 1977-07-27
GB3162877 1977-07-27

Publications (2)

Publication Number Publication Date
EP0000576A1 true EP0000576A1 (fr) 1979-02-07
EP0000576B1 EP0000576B1 (fr) 1981-09-02

Family

ID=10326015

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19780100492 Expired EP0000576B1 (fr) 1977-07-27 1978-07-24 Méthode pour revêtir un conduit

Country Status (11)

Country Link
US (1) US4207130A (fr)
EP (1) EP0000576B1 (fr)
JP (1) JPS55133923A (fr)
AT (1) AT374901B (fr)
AU (1) AU529673B2 (fr)
CA (1) CA1115917A (fr)
DE (1) DE2861006D1 (fr)
DK (1) DK332478A (fr)
ES (1) ES472063A1 (fr)
IE (1) IE47216B1 (fr)
NO (1) NO782548L (fr)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0016742A1 (fr) * 1979-03-09 1980-10-01 Atlas Copco Aktiebolag Procédé d'ancrage dans la roche et boulon en forme de tube expansible
EP0098547A1 (fr) * 1982-07-02 1984-01-18 Trio Engineering Limited Revêtement de tuyaux
US4636115A (en) * 1980-11-10 1987-01-13 The Curators Of The University Of Missouri Expansion bolt and mine roof reinforcement therewith
GB2188695A (en) * 1986-03-31 1987-10-07 Jr Campbell Hall Steketee Lining pipes
WO1988009760A1 (fr) * 1987-06-11 1988-12-15 O&K Orenstein & Koppel Aktiengesellschaft Procede et dispositif de faconnage de sangles afin de les tirer a travers des stations a rouleaux porteurs
DE3727786A1 (de) * 1987-07-28 1989-02-09 Steketee Jun Verfahren und vorrichtung zum installieren einer neuen rohrleitung innerhalb einer bestehenden rohrleitung
DE3912205A1 (de) * 1988-04-13 1989-10-26 Nu Pipe Inc Verfahren und vorrichtung zum einbauen eines ersatzrohrs in einer vorhandenen untergrundleitung
EP0377486A2 (fr) * 1989-01-04 1990-07-11 Subterra Limited Revêtement de tuyaux
US4954017A (en) * 1980-11-10 1990-09-04 The Curators Of The University Of Missouri Expansion bolt and mine roof reinforcement
EP0701086A1 (fr) * 1994-09-10 1996-03-13 Peter Hartmann Tuyau souple durcissable pour le revêtement et la fabrication de tuyauteries et méthode de production
USRE36859E (en) * 1986-02-10 2000-09-12 Bg Plc Method for lining a pipe or main
DE3943858C2 (de) * 1988-09-26 2002-08-01 Nu Pipe Inc N D Ges D Staates Verfahren zum Anbringen eines neuen Rohrs in einer vorhandenen unterirdischen Leitung
EP1462707A2 (fr) * 2003-02-26 2004-09-29 Pranha 50 LTDA Procedé, équipement et dispositifs pour la rénovation de canalisations par l'introduction de conduits en plastique
WO2007098748A1 (fr) * 2006-03-03 2007-09-07 Hochschule Wismar - University Of Technology, Business And Design Procédé et dispositif de remise en état de l'intérieur de profilés creux attaqués par la corrosion
CN108031714A (zh) * 2017-12-07 2018-05-15 马鞍山市华科实业有限公司 内衬冷轧扩管装置
US20180291853A1 (en) * 2017-04-10 2018-10-11 Caterpillar Inc. Filter for fuel injection systems

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US4386628A (en) * 1980-11-20 1983-06-07 Pro-Tech Advisory Services Limited Maintenance lining of passageways
CA1217949A (fr) * 1984-02-20 1987-02-17 Paul Goodwin Element (tube) de coffrage pour le betonnage, et sa fabrication
US4685983A (en) * 1984-08-28 1987-08-11 Long Technologies, Inc. Method and apparatus for the installation of a liner within a conduit
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EP0220429B1 (fr) * 1985-09-30 1988-12-21 Siemens Aktiengesellschaft Dispositif pour l'insertion des joints d'étanchéité
EP0263830A1 (fr) * 1985-12-20 1988-04-20 SKOTT, Roy B. Procede et dispositif permettant l'application de garnitures flexibles a des conduites
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JPH0617068B2 (ja) * 1987-07-13 1994-03-09 株式会社大阪防水建設社 内張り用プラスチック管の管路内挿入工法
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GB9618516D0 (en) * 1996-09-05 1996-10-16 United Utilities Plc Method and apparatus for lining a conduit
MXPA00012141A (es) * 1998-06-10 2003-05-19 Lattice Intellectual Property Revestimiento para tubo.
GB9908602D0 (en) * 1999-04-15 1999-06-09 Northumbria Lyonnaise Technolo Rehabilitation of water supply pipes
US6299803B1 (en) 1999-10-21 2001-10-09 Ledoux Patrick Method for forming and sealing pipe liners
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AU475828B2 (en) * 1970-09-22 1974-07-18 Insituform (Pipes & Structures) Ltd. Improvements relating to pipe lining
FR2199090A1 (fr) * 1972-09-07 1974-04-05 Stabilator Ab
FR2327484A1 (fr) * 1973-12-14 1977-05-06 Insituform Pipes & Structures Procede de garnissage interne de passage ou conduits tels qu'egouts, tunnels ou canalisations
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US4459067A (en) * 1979-03-09 1984-07-10 Atlas Copco Aktiebolag Method of rock bolting and tube-formed expansion bolt
US4509889A (en) * 1979-03-09 1985-04-09 Atlas Copco Aktiebolag Method of rock bolting and tube-formed expansion bolt
US4634317A (en) * 1979-03-09 1987-01-06 Atlas Copco Aktiebolag Method of rock bolting and tube-formed expansion bolt
EP0016742A1 (fr) * 1979-03-09 1980-10-01 Atlas Copco Aktiebolag Procédé d'ancrage dans la roche et boulon en forme de tube expansible
US4954017A (en) * 1980-11-10 1990-09-04 The Curators Of The University Of Missouri Expansion bolt and mine roof reinforcement
US4636115A (en) * 1980-11-10 1987-01-13 The Curators Of The University Of Missouri Expansion bolt and mine roof reinforcement therewith
EP0098547A1 (fr) * 1982-07-02 1984-01-18 Trio Engineering Limited Revêtement de tuyaux
USRE36859E (en) * 1986-02-10 2000-09-12 Bg Plc Method for lining a pipe or main
GB2188695A (en) * 1986-03-31 1987-10-07 Jr Campbell Hall Steketee Lining pipes
US4867921A (en) * 1986-03-31 1989-09-19 Nu-Pipe, Inc. Process for installing a new pipe inside an existing pipeline
WO1988009760A1 (fr) * 1987-06-11 1988-12-15 O&K Orenstein & Koppel Aktiengesellschaft Procede et dispositif de faconnage de sangles afin de les tirer a travers des stations a rouleaux porteurs
DE3727786C2 (de) * 1987-07-28 2001-08-23 Nu Pipe Inc Verfahren zum Installieren eines neuen Rohres innerhalb eines bestehenden Rohres
DE3727786A1 (de) * 1987-07-28 1989-02-09 Steketee Jun Verfahren und vorrichtung zum installieren einer neuen rohrleitung innerhalb einer bestehenden rohrleitung
DE3912205A1 (de) * 1988-04-13 1989-10-26 Nu Pipe Inc Verfahren und vorrichtung zum einbauen eines ersatzrohrs in einer vorhandenen untergrundleitung
DE3912205C5 (de) * 1988-04-13 2004-05-27 Ina Acquisition Corp., Wilmington Verfahren und Vorrichtung zum Einbauen eines Ersatzrohrs in einer vorhandenen Untergrundleitung
DE3943858C2 (de) * 1988-09-26 2002-08-01 Nu Pipe Inc N D Ges D Staates Verfahren zum Anbringen eines neuen Rohrs in einer vorhandenen unterirdischen Leitung
EP0377486A3 (fr) * 1989-01-04 1991-08-28 Subterra Limited Revêtement de tuyaux
EP0377486A2 (fr) * 1989-01-04 1990-07-11 Subterra Limited Revêtement de tuyaux
EP0701086A1 (fr) * 1994-09-10 1996-03-13 Peter Hartmann Tuyau souple durcissable pour le revêtement et la fabrication de tuyauteries et méthode de production
EP1462707A2 (fr) * 2003-02-26 2004-09-29 Pranha 50 LTDA Procedé, équipement et dispositifs pour la rénovation de canalisations par l'introduction de conduits en plastique
EP1462707A3 (fr) * 2003-02-26 2005-05-11 Pranha 50 LTDA Procedé, équipement et dispositifs pour la rénovation de canalisations par l'introduction de conduits en plastique
WO2007098748A1 (fr) * 2006-03-03 2007-09-07 Hochschule Wismar - University Of Technology, Business And Design Procédé et dispositif de remise en état de l'intérieur de profilés creux attaqués par la corrosion
US8206529B2 (en) 2006-03-03 2012-06-26 Hoelterhoff Jens Method and device for internal refurbishment of corroded hollow sections
US20180291853A1 (en) * 2017-04-10 2018-10-11 Caterpillar Inc. Filter for fuel injection systems
CN108031714A (zh) * 2017-12-07 2018-05-15 马鞍山市华科实业有限公司 内衬冷轧扩管装置
CN108031714B (zh) * 2017-12-07 2019-02-19 马鞍山市华科实业有限公司 内衬冷轧扩管装置

Also Published As

Publication number Publication date
IE781512L (en) 1979-01-27
CA1115917A (fr) 1982-01-12
ES472063A1 (es) 1979-10-01
EP0000576B1 (fr) 1981-09-02
ATA547678A (de) 1983-10-15
US4207130A (en) 1980-06-10
AU3837378A (en) 1980-01-31
AT374901B (de) 1984-06-12
DE2861006D1 (en) 1981-11-26
AU529673B2 (en) 1983-06-16
NO782548L (no) 1979-01-30
IE47216B1 (en) 1984-01-25
JPS55133923A (en) 1980-10-18
DK332478A (da) 1979-01-28

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