EP0195042A1 - Lining underground ducts - Google Patents

Lining underground ducts

Info

Publication number
EP0195042A1
EP0195042A1 EP19850904660 EP85904660A EP0195042A1 EP 0195042 A1 EP0195042 A1 EP 0195042A1 EP 19850904660 EP19850904660 EP 19850904660 EP 85904660 A EP85904660 A EP 85904660A EP 0195042 A1 EP0195042 A1 EP 0195042A1
Authority
EP
European Patent Office
Prior art keywords
lining
duct
chain
towing element
towing
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Withdrawn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
EP19850904660
Other languages
German (de)
French (fr)
Inventor
Ian Roland Yarnell
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 GB848423678A external-priority patent/GB8423678D0/en
Priority claimed from GB848428141A external-priority patent/GB8428141D0/en
Application filed by Individual filed Critical Individual
Publication of EP0195042A1 publication Critical patent/EP0195042A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/28Enlarging drilled holes, e.g. by counterboring
    • E21B7/30Enlarging drilled holes, e.g. by counterboring without earth removal
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E21B7/205Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes without earth removal
    • E21B7/206Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes without earth removal using down-hole drives
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/165Devices 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
    • F16L55/1658Devices 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 old pipe being ruptured prior to insertion of a new pipe

Definitions

  • This invention relates to the lining of underground ducts.
  • This invention avoids placing excessive tension on the pipe connections by providing a method in which the cable or chain previous- ly attached to the forward end of the enlarging or profiling device is instead fed through the device and through the pipe sections to a rearward pipe section where it is secured by, for example, a plate or fork fitted to the rear end of the pipe.
  • This has the effect of putting the pipe connections under compression rather than tension, so that the pipe sections are held together as the profiling device and the pipe are pulled through the bore. Weaker, and hence less expensive, pipe sections can therefore often be used.
  • apparatus for lining an underground duct comprising a device having an expandable portion for removing irregularities in or enlarging the duct and having a plurality of radially movable leaf members forming a segmented outer shell, and drive means for driving the leaf members from a retracted configur ⁇ ation outwardly from a longitudinal axis of the apparatus to an expanded configuration, wherein the apparatus is arranged so as to provide a substantially unobstructed axial passage for allowing a chain, cable or the like to pass through the complete length of the apparatus.
  • a towing chain is temporarily secured to the profiling device. This may be achieved by including a clamp inside the profiling device, operable by remote control using, for example, a small hydraulic ram.
  • a clamp inside the profiling device, operable by remote control using, for example, a small hydraulic ram.
  • the clamp preferably comprises a pivotable stop member arranged such that in an operative position its end engages the chain by, for example, pinching it against the surface of a chain guide in the machine or by entering one of the chain links.
  • the stop member is coupled to the ram, the force applied to the stop member and hence the chain being controlled by the fluid pressure fed to the ram.
  • the clamp acts as a ratchet, movement of the chain in one direction being completely prevented, but movement in the opposite direction being permitted when the force pulling the chain in that direction exceeds a value determined by the ram pressure.
  • Figure 1 is a sectional diagram of an underground sewer in the process of enlargement and lining
  • Figure 2 is a partly sectional view of apparatus for- enlarging the duct and housing the front end portion of a lining pipe section;
  • Figure 3 is a more detailed diagrammatic view of the apparatus showing a device for clamping a towing chain.
  • a hydraulically powered profiling apparatus 10 expands the bore of an existing sewer 12 to allow a new lining pipe comprising a plurality of interconnected pipe sections 14 to be pulled into the sewer behind the apparatus 10.
  • the apparatus 10 is in two main parts 10A and 10B to give it sufficient length to avoid the tendency of deviating from the required centre line, yet allowing separate insertion of the two parts into the sewer using a manhole 16 of limited width.
  • the forward part 10A of the apparatus comprises apparatus as described in my co-pending Patent Application No.84 31174 the disclosure of which is incorporated herein by reference.
  • this part 10A is bolted or otherwise connected to the rear part 10B which is a tube having the same diameter as the maximum diameter of the front part 10A and an inside diameter slightly greater than the outside diameter of the pipe sections 14 to allow the leading pipe section to move axially inside the rear part 10B.
  • the leading pipe section may be clamped to the apparatus 10.
  • a chain 18 passes through the whole apparatus 10 and the pipe sections 14 to be attached to a winch (not shown).
  • a trapdoor opening 24 provides access to nuts 26 which hold the rear part 10B to the front part 10A.
  • the front part 10A of the apparatus has a body portion 10C housing a ram 28 which drives a set of pivot- able leaf members 10D radially outward by means of connecting links 30.
  • the leaf members 10D form an inner part of an expandable portion of the machine, their front ends being pivotally attached to a second set of leaf members 10E forming the outer part of the expandable portion.
  • These outer leaf members are in turn pivoted on a nose piece 10F.
  • the ram 28 is different from that shown in my Application No.84 31174 in that it has an opening centred on the longitudinal axis of the machine to allow the chain 18 to pass through the machine as shown.
  • the ram cylinder 28A is annular, as is its piston 28B, the latter being coupled to a ring 32 sliding on an axial tube 34 which encloses the chain 18.
  • the ram 28 may be replaced by two or more rams arranged off-axis and each coupled to the ring 32.
  • the body portion IOC houses a short hydraulic ram 36 pivotally mounted on the outer wall of the body portion IOC, the piston rod being pivotally attached to a stop member 38.
  • the stop member 38 In the drawing the stop member
  • the clamping device allows the lining of a sewer as follows.
  • the plastics lining pipe sections 14 are attached one by one at the entrance to the sewer as the machine 10 and lining pipe move through the sewer.
  • the chain 18 extends from the winch through the apparatus 10 and through the lining pipe section 14 to a plate or fork 42 placed over the end of the rearmost pipe section.
  • tension on the chain 18 is released, the plate or fork 42 removed, the chain 18 threaded through the new section, and the plate or fork 42 placed over the rear end of the new section.
  • the apparatus 10 is now operated to expand the leaf me ebers outwards and tension applied to the chain with the stop member 24 raised.
  • the pipe is now under compression, having butted up against a shoulder or end plate of the rear part 10B of the apparatus 10, and it can be towed through the duct behind the apparatus 10. It has been found that too large a compressive force can cause the pipe to snake and thus jam in the duct. This can be detected by an increase in chain tension at the winch end, and the snaking can be largely pre- vented if the compression of the pipe is limited.
  • the clamping device disclosed in the present application allows the correct compressive force to be applied in a relatively simple manner.
  • the winch can be stopped and tension on the chain 18 ahead of the apparatus 10 reduced to allow the chain 18 to move rearwardly past the stop member 38 until the tension in the chain behind the machine has reduced to the value (determined by the clamping ram pressure) at which no further movement past the stop member 38 takes place.
  • the lining pipe is now under limited compression, and subsequent operation of the winch pulls both apparatus 10 and pipe sections 14 forward without further forward movement of the chain 18 relative to the apparatus 10. With only limited compression applied to the pipe sections 14, snaking can be largely avoided.
  • the whole assembly moves forward step by step as described above until the profiling apparatus 10 emerges at the opposite end of the sewer.
  • the invention is not restricted to the use of a chain.
  • a cable, wire or rope can also be used, in which case the clamp or gripping means may be modified to achieve the best clamping effect.

Landscapes

  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Pipe Accessories (AREA)

Abstract

Un procédé de revêtement intérieur d'un conduit souterrain comprend le touage d'un ensemble formé par un appareil (10) d'élargissement du conduit et de sections tubulaires de revêtement (14) à travers le conduit (12) en faisant passer une chaîne (18) à travers tout l'ensemble et en attachant celle-ci à une plaque (42) placée sur la dernière section tubulaire (14A). On évite ainsi une surcharge de traction sur les joints entre les sections tubulaires (14) due à la friction des sections en contact avec la paroi du conduit (12). A mesure que l'ensemble est tiré à travers le conduit (12), de nouvelles sections tubulaires (14) sont périodiquement attachées à l'arrière en relâchant la tension exercée sur la chaîne (18), en enlevant la plaque (42), en enfilant la chaîne (18) dans la nouvelle section (14), et en remettant en place la plaque (14). Pour réduire le serpentage des tuyaux de revêtement lorsque ceux-ci sont comprimés, un dispositif de blocage est monté dans l'appareil de guidage afin de bloquer la chaîne (18) et de limiter la compression des sections tubulaires (14).A method of interior coating of an underground conduit includes tying an assembly formed by an apparatus (10) for widening the conduit and tubular sections of coating (14) through the conduit (12) by passing a chain (18) through the whole assembly and by attaching it to a plate (42) placed on the last tubular section (14A). This avoids a tensile overload on the joints between the tubular sections (14) due to the friction of the sections in contact with the wall of the duct (12). As the assembly is pulled through the conduit (12), new tubular sections (14) are periodically attached to the rear by releasing the tension exerted on the chain (18), by removing the plate (42), by threading the chain (18) into the new section (14), and replacing the plate (14). To reduce the snaking of the covering pipes when they are compressed, a blocking device is mounted in the guide device in order to block the chain (18) and to limit the compression of the tubular sections (14).

Description

- 1 -
LINING UNDERGROUND DUCTS
This invention relates to the lining of underground ducts.
In my co-pending Applications Nos.83 15982 and 84 31174 I disclose apparatus and methods for enlarging or profiling an existing sewer to accept a lining or new pipe. It is convenient to attach a new pipe to the rear of the enlarging or profiling apparatus so that a separate pass through the existing bore is avoided. However, when the new pipe is fed into the bore in sections, the friction between the pipe and the sides of the bore is often such that excessive stain is placed on the connections between the pipe sections, particularly when the distance between manholes is relatively large and a long pipe has to be towed by the device as it approaches the end of the bore.
This invention avoids placing excessive tension on the pipe connections by providing a method in which the cable or chain previous- ly attached to the forward end of the enlarging or profiling device is instead fed through the device and through the pipe sections to a rearward pipe section where it is secured by, for example, a plate or fork fitted to the rear end of the pipe. This has the effect of putting the pipe connections under compression rather than tension, so that the pipe sections are held together as the profiling device and the pipe are pulled through the bore. Weaker, and hence less expensive, pipe sections can therefore often be used.
According to another aspect of the invention, there is provided apparatus for lining an underground duct, wherein the apparatus comprises a device having an expandable portion for removing irregularities in or enlarging the duct and having a plurality of radially movable leaf members forming a segmented outer shell, and drive means for driving the leaf members from a retracted configur¬ ation outwardly from a longitudinal axis of the apparatus to an expanded configuration, wherein the apparatus is arranged so as to provide a substantially unobstructed axial passage for allowing a chain, cable or the like to pass through the complete length of the apparatus. In certain circumstances the amount of friction resisting the movement of the profiling device and new pipe may be such that the tension required on the chain or cable is sufficient to cause the pipe to flex sideways and jam in the bore. To overcome this, in one embodiment of the invention a towing chain is temporarily secured to the profiling device. This may be achieved by including a clamp inside the profiling device, operable by remote control using, for example, a small hydraulic ram. Thus, each time as new pipe section is to be added to the rear end of the new pipe, all tension on the chain is released and the plate removed. The new section is attached to the pipe and the plate refitted. As tension is applied by a winch at the forward end of the bore, the clamp is .operated when the tension reaches a predetermined level, to limit the compression of the pipe sections, and any increase in tension above this figure is applied directly to the profiling device.
The clamp preferably comprises a pivotable stop member arranged such that in an operative position its end engages the chain by, for example, pinching it against the surface of a chain guide in the machine or by entering one of the chain links. The stop member is coupled to the ram, the force applied to the stop member and hence the chain being controlled by the fluid pressure fed to the ram.
In a preferred embodiment the clamp acts as a ratchet, movement of the chain in one direction being completely prevented, but movement in the opposite direction being permitted when the force pulling the chain in that direction exceeds a value determined by the ram pressure.
The invention will now be described by way of example with reference to the drawings in which:-
Figure 1 is a sectional diagram of an underground sewer in the process of enlargement and lining; Figure 2 is a partly sectional view of apparatus for- enlarging the duct and housing the front end portion of a lining pipe section; and
Figure 3 is a more detailed diagrammatic view of the apparatus showing a device for clamping a towing chain.
Referring to Figure 1, a hydraulically powered profiling apparatus 10 expands the bore of an existing sewer 12 to allow a new lining pipe comprising a plurality of interconnected pipe sections 14 to be pulled into the sewer behind the apparatus 10. The apparatus 10 is in two main parts 10A and 10B to give it sufficient length to avoid the tendency of deviating from the required centre line, yet allowing separate insertion of the two parts into the sewer using a manhole 16 of limited width. The forward part 10A of the apparatus comprises apparatus as described in my co-pending Patent Application No.84 31174 the disclosure of which is incorporated herein by reference. Referring to the partly sectioned side view of Figure 2, this part 10A is bolted or otherwise connected to the rear part 10B which is a tube having the same diameter as the maximum diameter of the front part 10A and an inside diameter slightly greater than the outside diameter of the pipe sections 14 to allow the leading pipe section to move axially inside the rear part 10B. Alternatively the leading pipe section may be clamped to the apparatus 10. A chain 18 passes through the whole apparatus 10 and the pipe sections 14 to be attached to a winch (not shown). A trapdoor opening 24 provides access to nuts 26 which hold the rear part 10B to the front part 10A.
Referring to Figure 3, the front part 10A of the apparatus has a body portion 10C housing a ram 28 which drives a set of pivot- able leaf members 10D radially outward by means of connecting links 30. The leaf members 10D form an inner part of an expandable portion of the machine, their front ends being pivotally attached to a second set of leaf members 10E forming the outer part of the expandable portion. These outer leaf members are in turn pivoted on a nose piece 10F.
The ram 28 is different from that shown in my Application No.84 31174 in that it has an opening centred on the longitudinal axis of the machine to allow the chain 18 to pass through the machine as shown. The ram cylinder 28A is annular, as is its piston 28B, the latter being coupled to a ring 32 sliding on an axial tube 34 which encloses the chain 18. As an alternative, the ram 28 may be replaced by two or more rams arranged off-axis and each coupled to the ring 32.
To enable the chain 18 to be gripped in the machine 10, the body portion IOC houses a short hydraulic ram 36 pivotally mounted on the outer wall of the body portion IOC, the piston rod being pivotally attached to a stop member 38. In the drawing the stop member
38 is shown in its operative position with its free end bearing against the chain 18 between two links so that the chain is pinched between the stop member and an opposing support in the form of chain guide 40. It will be noted that, subject to the force applied by the clamping ram 36, the angle of the stop member, as determined by the position of its pivot, is such that movement of the chain 18 forwardly
(to the right) relative to the machine is prevented completely since movement in that direction serves only to increase the clamping or pinching force. Rearward movement of the chain is, however, possible provided that the resultant rearward force on the chain is sufficient to overcome the force exerted by the clamping ram 36.
The clamping device allows the lining of a sewer as follows. The plastics lining pipe sections 14 are attached one by one at the entrance to the sewer as the machine 10 and lining pipe move through the sewer. The chain 18 extends from the winch through the apparatus 10 and through the lining pipe section 14 to a plate or fork 42 placed over the end of the rearmost pipe section. Each time a new pipe section is fitted to the rear end of the pipe, tension on the chain 18 is released, the plate or fork 42 removed, the chain 18 threaded through the new section, and the plate or fork 42 placed over the rear end of the new section.
The apparatus 10 is now operated to expand the leaf me ebers outwards and tension applied to the chain with the stop member 24 raised. The pipe is now under compression, having butted up against a shoulder or end plate of the rear part 10B of the apparatus 10, and it can be towed through the duct behind the apparatus 10. It has been found that too large a compressive force can cause the pipe to snake and thus jam in the duct. This can be detected by an increase in chain tension at the winch end, and the snaking can be largely pre- vented if the compression of the pipe is limited. The clamping device disclosed in the present application allows the correct compressive force to be applied in a relatively simple manner. By operating the clamping ram 36 to bring the stop member 38 to bear against the chain 18, and adjusting the fluid pressure in the ram 36 to a predetermined value, the winch can be stopped and tension on the chain 18 ahead of the apparatus 10 reduced to allow the chain 18 to move rearwardly past the stop member 38 until the tension in the chain behind the machine has reduced to the value (determined by the clamping ram pressure) at which no further movement past the stop member 38 takes place. The lining pipe is now under limited compression, and subsequent operation of the winch pulls both apparatus 10 and pipe sections 14 forward without further forward movement of the chain 18 relative to the apparatus 10. With only limited compression applied to the pipe sections 14, snaking can be largely avoided. The whole assembly moves forward step by step as described above until the profiling apparatus 10 emerges at the opposite end of the sewer.
The invention is not restricted to the use of a chain. A cable, wire or rope can also be used, in which case the clamp or gripping means may be modified to achieve the best clamping effect.

Claims

1. A method of lining an underground duct, comprising the steps of:- threading a towing element through the duct; positioning a lining header device inside the duct with the towing element passing through the inside of the device; feeding a lining portion comprising at least one lining pipe section into the duct behind the header device with the towing element located inside the said portion; coupling the towing element to the lining portion at a location behind and spaced from the header device; pulling on the towing element to draw the header device and the lining portion together forwardly in the duct.
2. A method according to claim 1, wherein the lining portion is fed into the duct from a vertical shaft.
3. A method according to claim 1, in which the duct is lined in a series of towing steps, and in which at least one further lining pipe section is added to the lining portion at the rear between each towing step by uncoupling the towing element, threading an extra pipe section along the towing element, and coupling the towing element to the rear part of the added pipe section or sections.
4. A method according to claim 1, in which the compressive force applied to the lining portion is limited by clamping the towing element to the header device or to the lining ahead of the said coupling location.
5. A method according to claim 4, including clamping the towing element to the header device when the tension in the towing element exceeds a threshold value.
6. Apparatus for lining an underground duct, comprising a device for removing irregularities in or enlarging the duct, and a rear end portion for engaging a lining, wherein the device has an inner longitudinal passage for allowing a towing element to pass through the device, and wherein the device further comprises a clamp for gripping the towing element in the device.
7. Apparatus according to claim 6, wherein the clamp comprises a hinged stop member.
8. Apparatus according to claim 7, wherein the stop member is coupled to a clamp actuating ram.
9. Apparatus for lining an underground duct comprising a device having a segmented outer shell including a plurality of radially movable leaf members for removing irregularities in or enlarging the duct, and drive means coupled to the leaf members and operable to drive the members from a retracted configuration outwardly away from a longitudinal axis of the device to an expanded configuration, wherein the device has a substantially unobstructed axial passage for allowing a chain, cable or the like to pass through the complete length of the device.
10. Apparatus according to claim 9, wherein the drive means comprises a remotely controllable longitudinally acting fluid driven ran*, having an annular piston slidable within an annular fluid chamber.
11. Apparatus according to claim 10, wherein the piston is coupled to a drive ring.
12. Apparatus according to claim 11, including a plurality of pivotally mounted connecting rods coupling the drive ring to the leaf members.
13. Apparatus according to claim 9, wherein the device has a remotely controllable clamp for gripping the chain, cable or the like.
14. Apparatus according to claim 13, wherein the clampcomprises a hinged stop member.
15. Apparatus according to claim 14, wherein the stop member is coupled to a remotely controllable clamp actuating ram.
16. A method of lining an underground duct in which a header device and a lining pipe portion engaging a rear portion of the header device are drawn through the duct, a chain, cable or the like having been threaded through the lining pipe portion and secured to a rear part thereof so that at least part of the lining pipe portion is placed under compression when the chain, cable or the like is tensioned.
EP19850904660 1984-09-19 1985-09-19 Lining underground ducts Withdrawn EP0195042A1 (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
GB8423678 1984-09-19
GB848423678A GB8423678D0 (en) 1984-09-19 1984-09-19 Lining-replacing underground conduits
GB848428141A GB8428141D0 (en) 1984-11-07 1984-11-07 Clamping device
GB8428141 1984-11-07

Publications (1)

Publication Number Publication Date
EP0195042A1 true EP0195042A1 (en) 1986-09-24

Family

ID=26288240

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19850904660 Withdrawn EP0195042A1 (en) 1984-09-19 1985-09-19 Lining underground ducts

Country Status (6)

Country Link
EP (1) EP0195042A1 (en)
AU (1) AU4863985A (en)
GB (1) GB2164718A (en)
GR (1) GR852253B (en)
PT (1) PT81154B (en)
WO (1) WO1986001846A2 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2171773B (en) * 1985-03-01 1989-06-28 Stanton & Staveley Ltd Improvements in or relating to the assembly and installation of pipes
SE450969B (en) * 1985-11-25 1987-08-17 Entreprenad Ab E & G Jonsson SET FOR RENOVATION OF MARKET LOCATION PIPES
GB2213904A (en) * 1987-12-23 1989-08-23 Kurimoto Ltd Pipe replacement by mole
DE4328618A1 (en) * 1993-08-26 1995-03-02 Teerbau Gmbh Strassenbau Process for renewing underground pipes and conduits
AT400882B (en) * 1994-07-28 1996-04-25 Albatros Eng Gmbh CONNECTING COUPLING FOR A TOWING DEVICE FOR LAYING LINES OD. DGL.
DE10332328B3 (en) * 2003-07-16 2005-05-25 TERRA AG für Tiefbautechnik Apparatus for renewing underground supply lines
CZ295866B6 (en) * 2004-04-08 2005-11-16 Čermák A Hrachovec A. S. Device and method of connecting socket pipe sections during trenchless laying of pipes
DE102004036425C5 (en) * 2004-07-27 2009-07-02 Tracto-Technik Gmbh Device and method for connecting a pipe string with a drilling, Aufweit- or collection device
DE102005021216A1 (en) 2005-05-07 2006-11-09 Kögler, Rüdiger, Dr.-Ing. Methods and devices for trenchless laying of pipelines

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB325175A (en) * 1929-05-11 1930-02-13 George Henderson Improvements in apparatus for laying tile drains
GB339182A (en) * 1930-01-29 1930-12-04 George Henderson Improvements in apparatus for laying tile drains
GB622874A (en) * 1947-04-10 1949-05-09 Gen Descaling Co Ltd A device for removing deposit from the internal walls of pipes and the like
EP0006567A1 (en) * 1978-06-24 1980-01-09 Alfred Jagemann Heating element for electrically heating stairs, floors, concrete elements, etc.
US4309128A (en) * 1979-11-26 1982-01-05 Williams Richard Lee Method and apparatus for removing deflection from plastic pipes
GB2079805B (en) * 1980-07-05 1985-04-03 Demco Ltd Lining underground conduits
GB8333567D0 (en) * 1983-12-16 1984-01-25 Yarnell Ian Roland Removing irregularities in/enlarging underground duct
JPS60139991A (en) * 1983-12-28 1985-07-24 東京瓦斯株式会社 Repair system of pipe joint section of existing pipe

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8601846A2 *

Also Published As

Publication number Publication date
GR852253B (en) 1986-01-14
GB8523200D0 (en) 1985-10-23
GB2164718A (en) 1986-03-26
PT81154B (en) 1992-05-29
PT81154A (en) 1985-10-01
AU4863985A (en) 1986-04-08
WO1986001846A2 (en) 1986-03-27
WO1986001846A3 (en) 1986-05-22

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