GB2164718A - Mole - Google Patents
Mole Download PDFInfo
- Publication number
- GB2164718A GB2164718A GB08523200A GB8523200A GB2164718A GB 2164718 A GB2164718 A GB 2164718A GB 08523200 A GB08523200 A GB 08523200A GB 8523200 A GB8523200 A GB 8523200A GB 2164718 A GB2164718 A GB 2164718A
- Authority
- GB
- United Kingdom
- 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- Withdrawn
Links
- 238000000034 method Methods 0.000 claims abstract description 11
- 230000006835 compression Effects 0.000 claims abstract description 9
- 238000007906 compression Methods 0.000 claims abstract description 9
- 239000012530 fluid Substances 0.000 claims description 4
- 230000008878 coupling Effects 0.000 claims 4
- 238000010168 coupling process Methods 0.000 claims 4
- 238000005859 coupling reaction Methods 0.000 claims 4
- 230000000694 effects Effects 0.000 description 2
- 241000270295 Serpentes Species 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/28—Enlarging drilled holes, e.g. by counterboring
- E21B7/30—Enlarging drilled holes, e.g. by counterboring without earth removal
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
- E21B7/205—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes without earth removal
- E21B7/206—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes without earth removal using down-hole drives
-
- 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
- F16L55/1658—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 old pipe being ruptured prior to insertion of a new pipe
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- General Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
- Pipe Accessories (AREA)
Abstract
A method of lining an underground duct includes towing an assembly of duct enlarging apparatus (10) and lining pipe sections (14) through the duct (12) by passing a chain (18) through the whole assembly and attaching it to a plate (42) placed over the rearmost pipe section (14A). In this way, tensile overloading of the joints between the pipe sections (14) due to frictional contact of the sections against the wall of the duct (12) is avoided. As the assembly is moved through the duct (12), new pipe sections (14) are periodically attached at the rear by releasing the tension on the chain (18), removing the plate (42), threading the chain (18) through the new section (14), and replacing the plate (42). To reduce snaking of the lining pipe when under compression, a clamp is included inside the leading apparatus to clamp the chain (18) and limit the compression of the pipe sections (14).
Description
SPECIFICATION
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 previously 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 configuration 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 opposte 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 references 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 Fig. 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 Fig. 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 Fig. 3, the front part 10A of the apparatus has a body portion 10C housing a ram 28 which drives a set of pivotable 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 10C houses a short hydraulic ram 36 pivotally mounted on the outer wall of the body portion 10C, 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 memebers 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 prevented 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, and 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 modifed to achieve the best clamping effect.
Claims (18)
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, the 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 ram 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, in clouding 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 clamp comprises 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.
17. A method of lining an underground duct substantially as herein described with reference to the drawings.
18. Apparatus for lining an underground duct substantially as herein described and shown in the drawings.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB848423678A GB8423678D0 (en) | 1984-09-19 | 1984-09-19 | Lining-replacing underground conduits |
GB848428141A GB8428141D0 (en) | 1984-11-07 | 1984-11-07 | Clamping device |
Publications (2)
Publication Number | Publication Date |
---|---|
GB8523200D0 GB8523200D0 (en) | 1985-10-23 |
GB2164718A true GB2164718A (en) | 1986-03-26 |
Family
ID=26288240
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB08523200A Withdrawn GB2164718A (en) | 1984-09-19 | 1985-09-19 | Mole |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0195042A1 (en) |
AU (1) | AU4863985A (en) |
GB (1) | GB2164718A (en) |
GR (1) | GR852253B (en) |
PT (1) | PT81154B (en) |
Cited By (8)
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 |
GB2213904A (en) * | 1987-12-23 | 1989-08-23 | Kurimoto Ltd | Pipe replacement by mole |
US4930542A (en) * | 1985-11-25 | 1990-06-05 | Entreprenadaktiebolaget E. & G. Jonsson | Method for restoring underground pipelines |
WO1996003606A1 (en) * | 1994-07-28 | 1996-02-08 | Albatros Engineering Gmbh | Connection coupling for a traction device for laying cables or the like |
GB2403994A (en) * | 2003-07-16 | 2005-01-19 | Terra Ag Fur Tiefbautechnik | Pipe renewing device having an adjustable push and pull unit |
WO2005098195A1 (en) * | 2004-04-08 | 2005-10-20 | Cermák A Hrachovec A.S. | Equipment and procedure of coupling socket pipe sections for trenchless laying |
WO2006010549A1 (en) * | 2004-07-27 | 2006-02-02 | Tracto-Technik Gmbh | Apparatus and method for joining a pipe conduit to a drilling device, expanding device, or feeding device |
WO2006119797A1 (en) * | 2005-05-07 | 2006-11-16 | Meyer & John Gmbh & Co. Kg | Method for laying pipes without digging trenches |
Citations (5)
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 |
GB2151325A (en) * | 1983-12-16 | 1985-07-17 | Ian Roland Yarnell | Pig |
GB2152177A (en) * | 1983-12-28 | 1985-07-31 | Tokyo Gas Co Ltd | Repairing joints in pipes |
-
1985
- 1985-09-16 GR GR852253A patent/GR852253B/el unknown
- 1985-09-18 PT PT8115485A patent/PT81154B/en not_active IP Right Cessation
- 1985-09-19 EP EP19850904660 patent/EP0195042A1/en not_active Withdrawn
- 1985-09-19 AU AU48639/85A patent/AU4863985A/en not_active Abandoned
- 1985-09-19 GB GB08523200A patent/GB2164718A/en not_active Withdrawn
Patent Citations (5)
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 |
GB2151325A (en) * | 1983-12-16 | 1985-07-17 | Ian Roland Yarnell | Pig |
GB2152177A (en) * | 1983-12-28 | 1985-07-31 | Tokyo Gas Co Ltd | Repairing joints in pipes |
Cited By (12)
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 |
US4930542A (en) * | 1985-11-25 | 1990-06-05 | Entreprenadaktiebolaget E. & G. Jonsson | Method for restoring underground pipelines |
GB2213904A (en) * | 1987-12-23 | 1989-08-23 | Kurimoto Ltd | Pipe replacement by mole |
WO1996003606A1 (en) * | 1994-07-28 | 1996-02-08 | Albatros Engineering Gmbh | Connection coupling for a traction device for laying cables or the like |
GB2403994A (en) * | 2003-07-16 | 2005-01-19 | Terra Ag Fur Tiefbautechnik | Pipe renewing device having an adjustable push and pull unit |
GB2403994B (en) * | 2003-07-16 | 2006-10-04 | Terra Ag Fur Tiefbautechnik | A device for renewing underground supply pipes |
WO2005098195A1 (en) * | 2004-04-08 | 2005-10-20 | Cermák A Hrachovec A.S. | Equipment and procedure of coupling socket pipe sections for trenchless laying |
WO2006010549A1 (en) * | 2004-07-27 | 2006-02-02 | Tracto-Technik Gmbh | Apparatus and method for joining a pipe conduit to a drilling device, expanding device, or feeding device |
AU2005266534B2 (en) * | 2004-07-27 | 2010-02-18 | Tracto-Technik Gmbh & Co. Kg | Apparatus and method for joining a pipe conduit to a drilling device, expanding device, or feeding device |
US7824130B2 (en) | 2004-07-27 | 2010-11-02 | Tracto-Technik Gmbh | Apparatus and method for joining a pipe conduit to a drilling device, expanding device or pull-in device |
WO2006119797A1 (en) * | 2005-05-07 | 2006-11-16 | Meyer & John Gmbh & Co. Kg | Method for laying pipes without digging trenches |
US7963722B2 (en) | 2005-05-07 | 2011-06-21 | Meyer & John Gmbh & Co Kg | Method for the trenchless laying of pipes |
Also Published As
Publication number | Publication date |
---|---|
PT81154B (en) | 1992-05-29 |
WO1986001846A2 (en) | 1986-03-27 |
AU4863985A (en) | 1986-04-08 |
WO1986001846A3 (en) | 1986-05-22 |
GR852253B (en) | 1986-01-14 |
EP0195042A1 (en) | 1986-09-24 |
PT81154A (en) | 1985-10-01 |
GB8523200D0 (en) | 1985-10-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US4505302A (en) | Replacement of mains | |
US4602495A (en) | Device and method for removing irregularities in or enlarging an underground duct | |
US6357967B1 (en) | Apparatus for bursting and replacing pipe | |
US7128499B2 (en) | Method for extracting underground pipe | |
US5984582A (en) | Method of extracting a hollow unit laid in the ground | |
US4789268A (en) | Device and method for removing irregularities in or enlarging an underground duct | |
JPS60144495A (en) | Underground pipe laying and exchange apparatus | |
US9512951B2 (en) | Pipe slitting apparatus | |
US20070048090A1 (en) | Method and apparatus for installation of underground ducts | |
GB2164718A (en) | Mole | |
US4657436A (en) | Device and method for removing irregularities in or enlarging an underground duct | |
US6129486A (en) | Pipe pulling and pushing apparatus and method | |
EP1042696B1 (en) | Method of inserting a light transmitting member into a tube | |
US4274758A (en) | Device to secure an underground pipe installer in a trench | |
WO1986001846A1 (en) | Lining underground ducts | |
AU728604B2 (en) | Portable pulling apparatus | |
GB2164411A (en) | Pipe mole | |
CA2018610C (en) | Pipe burster | |
CN220232068U (en) | Intraductal structure of keeping somewhere that optical cable air-blowing laid |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
732 | Registration of transactions, instruments or events in the register (sect. 32/1977) | ||
WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |