CA1195128A - Replacement of mains - Google Patents

Replacement of mains

Info

Publication number
CA1195128A
CA1195128A CA000433942A CA433942A CA1195128A CA 1195128 A CA1195128 A CA 1195128A CA 000433942 A CA000433942 A CA 000433942A CA 433942 A CA433942 A CA 433942A CA 1195128 A CA1195128 A CA 1195128A
Authority
CA
Canada
Prior art keywords
main
mole
existing
new
liner
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.)
Expired
Application number
CA000433942A
Other languages
French (fr)
Inventor
Francis D. Wilson
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.)
British Gas Corp
Lattice Intellectual Property Ltd
Original Assignee
British Gas Corp
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=10517720&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=CA1195128(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by British Gas Corp filed Critical British Gas Corp
Application granted granted Critical
Publication of CA1195128A publication Critical patent/CA1195128A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP 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
    • 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
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T225/00Severing by tearing or breaking
    • Y10T225/30Breaking or tearing apparatus
    • Y10T225/371Movable breaking tool
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00Metal working
    • Y10T29/53Means to assemble or disassemble
    • Y10T29/53652Tube and coextensive core
    • YGENERAL 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
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T83/00Cutting
    • Y10T83/384By tool inside hollow work

Abstract

ABSTRACT

The present invention relates to the replacement of an existing main, particularly an existing cast iron gas main, with a new main utilizing a device in the form of a mole.
The mole 1, which is of steel, is adapted to be inserted into and moved along the existing main 8. The mole 1 has a front portion comprising a head 2 and a cylindrical body portion 3 and a rear portion having clamping means 4 for clamping a new main 13. The head 2 has a cutting face 5 for engaging the internal wall of the exiting main 8 so as to cause the wall to fracture as the mole 1 moves therealong. Th new main 13 which in use is clamped to the mole 1 is towed along behind the mole 1 to replace the fractured old main 8. In one embodiment of the invention (Figure 1) the cutting face 5 comprises three or more cutting edges 6 formed by grinding of high tensile steel cutters 7 which are located in keyways in the head 2. In another embodiment of the invention (Figure 4) the cutting face 25 may comprise three or more pivotally mounted cutting blades 26 which are pivotally mounted at their forward ends 27 to the wall of the head 23. The blades 26 are caused to pivot radially outwardly from their closed position to engage the pipe wall 45 and fracture it as the mole moves along the pipe towing the new main 43 therewith.

In still another embodiment of the invention, (Figure 10) only one 58 of the blades is pivotally mounted at its forward end 59 to the mole 51, the other blade 56, 57 being fixed. In this embodiment, the mole 51 is driven through the existing main 94 by means of a pneumatically actuated hammer 80 (Figure 8) engaging percussively with an internal wall of the mole formed by an internal bore 82.
The pivotal blade 58 pivots under the action of an associated piston 64 which is hydraulically actuated by fluid supplied from a hose 103 by way of a channel 70. The blade 58 is normally closed but is pivotted to fracture any circumferentially located obstruction located in the main 94 and serving to inhibit the movement of the mole 51 therethrough.

Description

5~

The prese~t in~ention relates to the replacement or the preparatior for replacs~ent of an existing maia, partloularly an existing cast iron gas ma1n~ wlth a re~
maia and ls particularly con~erned with a method ard a devi.ce ~or enabling this replacement to be carried out.

Mains have to be replaced for a number of r~asons, ~or ~nstanee9 the existiDg main may be in poor condition or the existing mai~ may not be o~ su~ficient ~apacity. t.o acco~odate a ~odiPled load.

The usual m~ans of replacing a gas main involves the use Or costly and labour intensive total excavation of the surroundiag ground. Alternatively, if total excavatlon is a~oided and the ne~ main is merely inserted into the exi3ting main, lt will, by necesslty, be of smaller lnternal diameter than the existing ma~n and thus will be of ~aller gas carrying capaclty.

It i~ an ob~ect of the present inve~tion to enable an exirting ~ain to be replaced or prepared ~or replacement by a rew main wlthout any oP the above disa~a~tages.

~ coQrdia~ to one a~pect of the prese~t in~ention, t~ere is provlded a method ~or replacing or pre~a7ing for roplacemeat aa e~lst1ng ~ain with a new~main, the method ., ;3 comprising fracturing the existinq main into a multiplicity of fragmænts and maintaininq sufficient clearance through the fractured main for movement therethrouqh of a new main or a liner for the fractured main, the liner to serve as a protective sleeve for the new main when the new main is subsequently moved into the liner.

In another aspect of the invention there is provided a method for replacing an existing cast iron main with a new main. The method comprises fracturing the existing main and maintaining sufficient clearance through the fractured main for movement therethrough of an assembly for replacing the existing main.
In a fu~ther aspect of the invention there is provided a me-thod for replacing an existing main with a new main using a mole of the type having a front end which tapers radially inwardly towards the front of the mole to define a surface for engagement with the internal wall of the existing main. The method comprises attaching to the rear end of the mole a tubular assem~ly including at least a portion if the replacement structure, inserting -the mole into the existing main with the front end o~ the ~ole leading and driving the mole along the existing main so that the front end of the mole engages with and sequentlally fractures the internal wall of the existing main ahead of the assembly while the mole maintains sufficien-t cleaxance through the fractured main for simultaneous movement of the assembly therealong.

3S~3 - 2a -In one embodlment oP the lnventioD the new maln i8 pre31eeved with the llner before the new main is moved through the Practured main.

Sultably the exist~ng main is continuously ~ractured ahead of the moving new main or liner.

Conve~iently the internal dla~eter Or the new main is equal to or greater than the internal diameter of the exl 9 ting main.

Pre~erably the cleara~ce provides a bore whose dia~eter is greater than the external diameter oP the exl~ting mainO

Suitably the clearance pro~ldes a bore ~hose diameter i8 greater than the external diameter oP the new main vr the llner.

A~oordlr.~ to another a~ct of the pre ent ~nve~tion a de~lee i9 provided ~or repla~in~ or prepariDg for ~.

35~

replacement an existing main with a mew main, the devic~
comprising a mole for insertion into and movement alony the existinq main, the mole having a front portion for engaging the internal wall of the existinq main and arranged to cause the wall to fracture and a rear porion provided with means for clamping ~o the mole the new main or a liner for the existin~ main so that the mole tows ~he new main or the liner through the fractured main as the mole moves therethrou~h.

Preferably the front portion CQmpriSeS a head portion provided with a cutting face and a body portion of at least the same diameter as the largest diameter of the head portiou.

Suitably the forward end Or the mole is adapted for co~ne tion to a cable of a ~lnch.

In one embodiment of the invention the cutting face oomprises edees on the head portlon of the mole which edges are adapted to engage and fractur~ the wall o~ the existlng mai~ as tbe mole moves therethrough.

ln this case the cutting face preferably tapers radlally i~ardly in the dlr~ction of the fronk end Or khe ~ole~

s~

The cutting edges may compri9e blades, at least one o~ which is movable radizlly outwardly from the mole 'co enBage and rracture the wall Or the existing main.

Preferably the cuttlng ed~es lie in an axial plane o~
the mole.

Ideally the or each movable blade is pivotally mounted on the mole.

In thls case mQvable means located withi~ the mole may be provided to engage the movable blade or blades to cause the movable blade or blades to pivot.

, ,,_ .
In one embodiment of the invention, each blade is pi~otally movable and the mole has an internal bore defined i~ part by portions of the blades and the movable means is looated ~ithin the boreO

Pre~erably the movable means comprises an hydraulically acutated ram.

- In a~other embodi~ent o~ the in~ention, only one blade is pivotally movable and the movable means comprises an hydraulically actuated piston.

In thi~ oa~e the mole ~ay be provlded ~ith a duct for supp1ylng hydraulic ~luid to the pi~ton, the duct extending ~ ~ ~35~

. . _ lnto the ~ole ~rom itQ forward end.

To impart moYement to the mole, means sr~ preferbly located ~ithin the mole for driving the mole through the exi~tirg main.

.

Suitably the driving ~eans co pr~ses a pneumatically actuated hammer for engaging the mole to dri~e it percusslvely through the exi~ting main.

Conveniently the hammer is located within a bore in the mole.

Embodiments of the invention will now be described with rePerence to the accompanying drawings in which:-Figure 1 is a side view of a fir~t embodiment of the mole~ho~n in use, Figure 2 i~ an end view of the mole cutting face shown in Fi~ure 1 a~d ha~ing ~our cutting edges, Figure 3 18 and end view of the mole cuttl~g face shown in ~igure 1 and having three cutting edge~, Pi&ure 4 i a ~lde view partly in 3ec~tion o~ a seco~d c~bodi~e~t o~ the mole ~hown at the commencement of i5~

operation, Figure 5 i3 a ~iew of the mole shown in Figure ~ during operation, Figure 6 i9 an end v~ew of the mole cutting face shown in Flgures 4 and 5 and having three cutters showr in hidden detail and ure ~ i~ an er,d view o~ the mole cutting face shown in Figures 4 and 5 and having four cutters shown in hidden detail.

Figure 8 is a side view of a third embodiment of the mole shown in use and broken away in part to reveal internal detail ?

Figure 9 i9 a vlew along the lines IX IX of Flgure 8 and Flgure 10 is a clo~e up view o~ the rront of the mole partly in 9sction.

Rererrlng to the F'$gures 1 to 3, Figure 1 shows a steel ~ole 1 having a front portion consistlng of a head portlon 2 and a cyllndrlcal body portion 3 a~d a rear poreion ha~lng cla~pirg means 4 ~or clamping a new ~ain.

s~

The head portion 2 has a cutting face 5 comprlsing three or ~ore cutting edges 6 formed by grlnding high tensile ~teel cutter~ 7 (four clltters are shown in ~igure~
1 and 2). Tbe cutters 7 are housed in KeywayR (not shown) ln the head portlon 2, whlch is in the form of a cyllnder tapering towarda the rront end of the ~ole, the cutters 7 being attached to the he2d portion 2 by means of bolt~ (not shown) BO that the cutterq 7 are r2moYable fro~ the head portion 2. The cutting face 5 tapers radially inwardly in the direction of the forward end of the mole 1, that is~
the radii of the cutting edges 6 decrease towards the forward end of the mole 1 30 as to enable the cutting face 5 to exert a c~ontinuously increasing cutting action on the existlng main 8 as the mole 1 moves therethrough.
._ ~

The cutting face 5 terminates at rearward points 9 on the ~ead portion 2, ~hlch points 9 are concentrically aligned with the perlphery o~ Sh~ body portion 3 and the key~ays are ~rranged on the head portion 2 ~o that the cutters 7 and their cutting ed~s~ ~ in poqltioo on the mole 1 lie in an a~lal plane of the mole 1.

The front end of the head portion 2 1~ proYided with a houslng 10 cast into the head portion 2 and pro~ided with an eye 11 to ~nable the ~ole 1 to be co~nected to a steel winch cable ~not shown).

Th rear port~on Or ~h~ ~ole 1 i~ proYlded wlth a clamping ~eans 4 in the form of a sleeve 12 secured to the body portion 3 and being o~ ~lightly ~maller external diameter than that of the ~ody portion 3. The ~lPeve 12, in u~e, receives the end of the new main 13 which i~ Or a fle~ible material ~uch as plastics. The end Or the new main 13 is ~irst ~urrounded by a protective plastics sleeve 14 and the main 13 and ~leeve 14 are pushed into th~
clamping ~leeve 12. This is arranged to have an internal dlameter approximately equal to the external diameter o~
the new ~ain 13 so that thls fits securely within and is tightly gripped and clamped by the clamping sleeve 12.

The cutters 7 are arranged to be spaced equianguarly arourd the axis o~ the cutting face 5 as shown in Figures 2 and 3 and the taper oP the cutting ~ace 5 prevents the mole 1 from twisting and turning on lts horizontal axis thereby preventing undue strain on the ne~ main and associated pneumatlc ~eedlines (not shown).

In u~e. the ground at either end of the exi ting cast iron main ~ is excavated to expose those ends. The steel cable of a motorlsed winch is ~ed thr~ugh tbe ~ain 8 fram one end and is secured to the shackle housing 10 via the eye 110 The ne~ plaqtic maln 13 and its heath 14 are then cla~ped to the cla~ping slee~e 12. The new pla tic~ main 13 Ga~ be of the same or ~lightly larger internal dia~et~r tha~ the exl tiag cast iron main B~ The ~ead p~rtion 2 of :

the mole 1 i8 then inserted int~ th~ existir~g ca3t iron mal~ a until the cutting edges 6 engage the end Or the ~ain 8 a~ ~own in-Figure 1.

The eable is then wound onto the winch ~o as to pull tbe ~ole 1 through the existing m~in 8. At the ~ame time the rear portion 12 is acted upon by a pneumatic h~mmer (not ^~howr.) to driYe the mole 1 into the main 8. The combined t~n~lon and pneumatic pressure cau3e the mole 1 to move along the ~ain 8 so that the sutting edges 7 engag.e the internal wa~ of the main 8 and cause the wali to fracture due to their intense localised pressure on the wall as the mole 1 moves therethrough. The cylindrical body 3 widens out the internal diameter of the fractured main 8 siDoe, in use, the body 3 i~ sele~ted to have a diameter greater than that of the orginal internal diameter o~ the main 8. Tbe body 3 also prevsnt~ debrls from the fraotured main and earth ~rom falling into the pathway crea~ted Por the new main. A~ the mole1 proceeds along the ~ow fractured main 8 it tows the new ~ain 13 and it~
a3s~ciated 3heath 1ll with it~ the internal diameter of the new mai~ 13 bel.ng equal to or 31ightly larger than that of the exi~tl~g maln B~ Wh~n the new main 13 i3 finally in po~ition, the new ~ain 13 and it3 3heath 14 are removed from the clamping ~leeve 12~

A~ a ~eneral rule the outer dia~e,ter of th~ body portlon 3 o~ the mole 1 i~ arran~ed to be about 1/8"

~ ~ ~5~2~
o greater than the outer diameter o~ the existing ~ain and the outer dlameter of the clamping sleeve 12 19 about 1/8"
le38 ln diameter than that of the cyllndrical body portlon 3 of the mole 1.

Referring to Figures 4 to 7, Figure 4 shows a steel ~ole 21 ha~ing a ~ront portion consiQting of a head portion 22 and a body portion 23 and a rear portion having a clamplng means 24 ~or clamping a new main.

The head portion 22 has a cutting face 25 comprising three or more pivotally mounted cutting blades 26 (~our are present on the mole shown in Figures 4 and 5). ~he blades 26 are disposed in elongated axially directed slots (not shown) in the wall of the head portion23 and are pivotally ~ounted at their forward ends 27 to the wall of the head portion 23.

Rererring to Figures 6 and 7 the blades 26 are arranBed to be ~paced equiangularly around the a~i3 of the rut~ing raceO Each blade 26 ha~ a cutt~ng edge 28 formed by two ~loplng ~ldes 29, two parallsl sides 30 adjoini~g the sloping sides 29 and a concave ~ide 31 distal ~rom the euttlng edge 28 between the parallel sides 30.

Referrlng to Figures 4 and 5 the concaYe ide 31 slope~ a~ay ~rom the cutting edge 28 in a dlrection ~ ~ ~5.~

forwardly of the mole 1.

The body-portlon 23 ha~ a cylindrical rear portion 32, a ~ru~tocoaical portlon 33 taperlng forwardly of the mole and a cyllndrical front portion 34 ad~oining the 810t ror~ing walls (not ~hown) of the head portion ~3.

The body portion 23 is provided with a circular centr~lly located through going bore 35 (see Figure 5) ~hich merges ~ith a passageway 36 formed by the concave side~ 31 of the blades 26 and the internal concave shaped wall~ (not shown) of the head portion slot forming walls.
The passageway 36 merges wlth a circular centrally located through-going bore 37 located near the for~ard end of the head portion ~3 beyond the pivotted ends 27 of the blades 26. The bore 27 is provided with a conical terminatlon 38.

The bore 35 and passageway 36 hvu~e an hydraullcally operated cylindrical ram 39 which is capable of movement within th~ bore 35 and pa~sageway36. The front of the ram 39 i9 engaged at all times with the concave sid4s 31 of the blade~ 26~ When the blades 26 are in the closed posltio~
sho~ in Flg~re 4 the cuttlng edges 28 are axially allgned with the front portion 34 o~ the body portion 23. The ooncave ~ides 31 of the blades 2$ ext~nd ~urther radlally l~to the pas~a~ewa~ 36 than do the iuter~al conoave sh~ped ~alls of the head portlon slot fo~mln~ wall.Q (not shown) 90 E19 ~C0 per1Dlt 'che b~ ade^~ 26 to pl~ot outwardly fro~ the s~

clo~ed position ln Flgure 4 to the open position in Figure 5 a~ the ram 39 i3 mo~ed for~ardly along the pasqageway 36 ~d e~counters the radially lnward slope of the conc~Ye sides 31.

The front end Or the head portion 22 is provided with a housi~ 40 and an eye 41 similar to that shown ln the mol~ of Figure 1 and for similar purposeQ.

The rear portion Or mole 21 is provided with a claDping means 24 in the for~ of a clamping sl~eve 42 ~lmilar to that shown in the mole in Figure 1. As in that mole, the clamping sleeve 42 is ~ecured to the body portioD
23 and i9 of slightly smaller diameter than the rear portion 32 of the body portion 23. The new plastlcs main 43 a~d its protecti~e sheath 4l1 are se~ured and cla~ped to th`e olamplng ~lçeve 42 in exactly the samP manner a~
pre~lously de~crlbed ~or the mole shown in Figure 1~

In use, as wlth the mole described ln Fig~re 1, the grou~d aS e~ther end of the existi~g ca~t lron malr 45 is ~avated to expo~e those erds. The steel cablç o~ a motori~ed ~lnch l~ fsd through the main45 ~rom one eDd and i~ ~ecured to the houslng 40 ~ia th~ eye ~1. The nPW
plastle~ ~ain 43 a~d its sheath 4 ~re then clamped to the ~lampl~g qlee~e 42. The ne~ pla~ticq ~ain43 can be o~ the sa~e or ~lightly larger internal dlamet~r khan Ihe existing ~ 5 cast iron main 45. The head portion 22 of the mole 21 i3 t~en inserted into the existing main 45 untll a portion at least o~ t~ cutting blades 26 lie adjacent the internal ~all of the exlsting main115 as sho~,ln in F~gure 4. The ram 3~ is actuated hydraulically to move for~rlardly ~ithin the pa~sa~eway 36 to cause the blades 26 to pivot about their ends 27 to engage and fracture the cast iron main 45 by the inten~e localised pressure of the~r cutt~ng edges 28 upon the internal wall of the main 45 as shown in Figure 5.
A~ter a portion of the main 45 has ben cracked open the ram 39 i~ wlthdrawn-to the position shown in Figure 4 so that the blades 26 return to the closed position of Figure ~.
The ~inch cable (not ~hown)ls then wound onto the winch so a~ to pull the mole 21 through the existing main 45 by an amount not exceeding the length of the blade~ 26. A next portlo~ o~ the existing main 45 15 then fractured by the ~ethod ~ust descr1bed and the mole 21 is then pulled thr~u~h th~ mai~ 45 by a further amount not e~ceeding the l~ngt~ of blades 26~ Th~s process is repeated until the entir~ length of the e~i~ting main 45 has been fracturedO
hs the mole21 moves through the fractured main45 the body portion 23 ~ldens out the internal dlamet~r Or the Practured main 45 since~ ln use, the reaP portion 32 of the bDdy portion 23 is aelected to have a diameter greater than that c,f the origlnal internal diamet r of the cast iron 45~

The body portlon 23 also pre~ents debris fr~m the 35~

~ractured maln 45 and earth ~rom ralling into the pathway ~reated ~or the new main 43. As the mole 21 proceeds along the fractured main 45, it tows the new main 43 with it the iDternal diameter of She new main 43 being the same or slightly larg~r than that of the existing main 45. When the new main43 is finally in positiont the ne~ main 43 and its sheath 44 are removed from the clamping sleeve 42.

Ra~erring to Figure 8, the steel mole 51 comprises a Pront portion consisting of a head 52 t2pering generally conically towards its front end and a cylindrical rear portion 53 incorporating clamping means 54 for clamping a cylindrlcal liner ~or the new main.

As shown more clearly in Figures 9 and 10 the head portion 52 has a outting Pace 55 comprislng three blades 56, 57 and 58 dlsposed in elongated axially directed slots in the wall o~ the head 52. Two lower bladss 56 and 57 (sho~n ln Figure 9) are welded or bolted rigidly in the slots ~o that they are ~i~ed.

The other upper blade 58, ~hich is wider and thicker th~n the lower blades, i~ piYotally mounted at its for-~ard end 59 to the w~ll of the head portion 52.

The upper blade 58 pi~ot~ on a pin 60 extending throu~h portions (not sho~n) Or the head 52 3~ the mole 51,
2~

the portlons forming a recess (not shown) to accommodate ~o~emerlt of the ~orward end 59 of the blade 58.

As shown in Figure 9, the blades 56 to 58 are spaced eq~iangularly around the axis of the cutting ~ace which tapers forwardly to th~ front end of the mole 51. Each blade 56 to 58 has a cutting edge 60 ~ormed by two sloping 3ides 61 and a ba3e 62 distal from the cutting edge 63 and Pormed between parallel sides 63.

Referring to Figures 9 and 10 the head 52 of the mole 51 houses an hydraulically actuated piston 64 slidable within a cylindrical bore h5 within the head 2. The bore has a smaller diameter lower bore portion 66 communicating with a wider diameter ~pper bore portion 67.
The wall of the bore portlon 67 is screw threaded ~or recei~ing an externally threaded stop ring 680 The stop rl~g 6a ~erves to limit the extent o~ upward movement o~
the piston 64 wher. it engages ~ith a lowermost ~top collar 69 ~ecured to the periphery o~ the pi~ton 64.

~ s ~hown ln Figues 8 and 10 the head 52 i5 ~rovided ~ith a hydraulic ~luid ch~nnel 70 which at one end co~municate3 with the bore 65 below the pi~ton 64 and ter~inates in a threaded bore 71 o~ wider diameter at the frort end o~ the head 52. The t~readed bore 71 ~er~es to recelYe the threaded co~nector Qf' a hydraulic ho~e co~pllng 72, ~6 ~ hlle not ~hown, the front end of head 52 i3 reces~ed laterally on two sides to receive and engage the crosa-pieces 73 of two adJacent T-shaped cable connecting plate~
74 (only ore plate 74 shown in the drawings). The plate3 74 are connected to each other and to the front end of the head 52 by a pair of connecting pins 75 and 76 which exte~d through the cross-pieces 73 of the plates-74 via the front end of the head portion 52. The uprights 77 o~ the connecting plates 74 extend forwardly of the mole 51 and are connected together by a p$n 78 ~hich also forms a connecting point for the cable 79 o~ a winch (not shown)~

~. .
ReferriQg to Figure 8, the rear 53 of the mole 51 comprise~ a generally hollow cylinder adjoining the conlcally taperi~g mole head 52. The mole 51 forms a housing for a pneumatioally actuated hammer device 80.

Th~ hammer 80 ha~ head portion 81 projecting lnto an internal bore 82 ~ormed in the head 52 oP th0 mole 51, the rear 83 of the hammer 80 bein6 axially di3po ed ~ith clParance in the cylindrical rear portion 53 of the mole 51.

The head portion 81 oP the hammer 80 compri~0~ a forwardly ~o-nically tapering portion 84 terminating i~ a ~ylindrl¢~l end B5. The dia~eter of the end 85 i3 le~s 5~

tkan the dlameter of the ad~oining end of the conlcally tapering portion 84 ~o that there i~ an annular ~houlder 85 for~ed bet~een the portion 84 and the hammer end 85.

A~ shown in Figure 8 the portion 8ll and the end 85 of tbe ha~mer head 81 are, in u~e, able to cooperatively engage in corresponding portion3 of the internal bore 82, thcse portion~ also ~orming an annular ~houlder ~or cowoperation wlth She annular shoulder 86 in the hammer head 81. A rear part of the hammer head portion 84 is disposed axlally ~ith clearance in a hTider forwardly con~cally tapering portion 90 of the lnternal bore 82, the portion 84 terminating within t~e rear 53 Or the mole 51.

.. ~., .
The rear 83 of the hammer 80 comprises a cylindrical portion 91 terminatlng ln a rear~ardly tapering conicai porSion 92 which is provided ~ith a coupling (~ot shown) ~or an alr bo~e 93D

In u3e, compres3~d air ~upplied to the hammer 80 through She hose 93 cau~es the hammer 80 to reciprocate in the eo~ventloral manner to drive the mole 51 through the exi~tin~ ~ain 94 by the percus~ive actLon of the hammer he d 81 upo~ the correspondlng co-operatine portioDs o~ the lrternal bore 82 of t~e ~ole 51.

The msan~ 54 for ~lamplng the llner ~5 to She ~ole 51 comprises a steel ring 96 for engaging the rear &~d of th~

liner 95, a loop2d cable 97 connected to the ring 96, a teDsioning cable 98 connected to the cable ~7, a clamping c~p 99 for engaging the far end o~ the liner 95 and a locking device 100 for locking the cable 98 immo~ably against the cup 99.

The sSeel ring 96 is secured as by welding within and to the iDternal ~all of the rear portion 53 of the mole 51.
The ri~g 96 is ~ormed with holes (not shown) to enable the end~ of the looped steel cable 97 to be secured thereto.

The clamping cup 99 which is also of steel is adapted to receiYe ~nd locate the far end of the liner 95 and is apertured (not shown~ for the passage therethrough of khP
air hose 93 and of the tensioning cable 98.

The tensioning cable ~8 which is also of steel, is coupled by a conventional hitch 101 at one end So the looped cable 97 and is connected via its other end to a winch (not shown~.

The locking device 100 comprises a cl ~pi~g block which has an axial bore therethrough for permiktlng the block tG be slidable on the tensloning cable 98 and s~rewa 102 ~or cla~ping the block to the cable 98.

In U3e 0~ the mole 51, as ~ith th0 ~ol~ previo~sly described the ground at either end o~ the existing cast iron main 94 i9 exca~ated to expose the ends of the ~ain 94. The ~teel cable 79 of a ~otorlsed winch is then fed throu~h the maln 94 from one end and is secured to mole 51 located at the other end of the ~ain 103. The cable 79 is connected to the clamping plates 74 by way of the clamping p.Ln 780 Next the hydraulic hose 103 i~ fed through the Ba~e end of the main 94 as the cable 79 and is coupled to the ~luld bore 71 in the mole head 52 by way of the hose coupling 72.
.

In the next stage, the liner 95 iB clamped to the mol.e 51. Initially; ~he looped cable 97 is secured to the ring 96 and the cable 97 is then secured to the tensioning cable .._ .
98 which has the clamp block 100. The liner 95 is then pushed up the cylindrical portivn 53 oP the mole 51 until one end oP the liner 95 engages with the ring 36. The clamping cup 99 is then 31id along the tensioning cable 98 and the alr hose 93 until the other end of the liner ~5 l located ~ithin and engages with the cup 99. The ten~ioning cable 98 is then tensioned by coiling it oDto the winch and after the tension in the cable 98 is dee~ed to be su~iclent, the clamping block 100 is slid als~g the cable 98 untll it engages with the base of the cup 99 as ~hown in Figure 8~

The A~rew~ 102 ane then ~crewed lnto engagement with the ten~ioning cable 98 to clamp it aecurely against the , clamplng cup 99. The liner 95 i 3 then clamped compressively between the clamplng cup 99 and the ring 96.
The tensioning cable 98 is now released from the winch.

As shown in Figures 8 and 10 the internal diameter Or the liner 95 is greater than the internal diameter of the existi~g ca~t iron main 94.

The head portion 52 o~ the mole 51 is then in~erted i~to the cast iron maln 103 until the cutting edges 6D a.f the blades 56, 57 and 58 engage the end of the main 103 as ~hown in the drawingsO The pneumatic hammer 80 is actuated by supplying compressed air to its rear end by way of the air bo~e 93 30 that the hammer 80 percussi~ely drives the mole 51 through the main 94.

Simultaneously the mole 51 is drawn through the main 94 by the cabie 79 ~hich serves to guide the mole 51 axially through the main ~4.

A~ the mole 51 mo~e throueh the main 103 the cutting edges 60 e~gage the lrternal wall of the main 94 and cause it to fracture. Since the cyllndrical portion 53 of the - ~ole 51 ha~ a ~reater esternal diameter than the internal diameter o~ the mai~ 94, the internal diameter oP the Practured ~a1n 94 is widened out. The body 53 of the mole 5i al~o serves to provide clearanee for'the passage of the liner 95 therethrough and prevents debri from the fractured ~ain a~d earth from falling into the pathway created for the liner 95.

Should the mole 51 encounter an obstruction in the mair, 949 such as a flarge which narrow3 the internal diameter o~ the main 94, the movable blade 58 iB pivotted outwardly to fracture the obstruction ~nd provide a clearanoe for the liner. In this case hydraulic fluid is pu~ped to the plston 64 via the hose 103, duct ~0 and the cy1irder bore 65. The fluid pressure is relax~d i~mediately after the obstructlon has been fractured 90 that the piston 64 relaxes and tbe blade 58 returns to its closed position. The hose 103 i3 of course moved simultaneously forward with the mole 51.

The liner 95 is pushed through and out of the main 103 after complete fracture thereof to expose the c1amping cup 99 ad block 100.

Finslly the mole 51 together ~ith the assoclated clampi~g means 53 are removed from the liner 95~ Th ~ew ~al~ (rot shown) may then be pu~hed manually or otherwise through the llner 95 which therefore ~orms a protective alee~e ~or the rew mai~.

The ~e~ main may be o~ any con,ve~lent pla~tics materlal ~u~h as polyethylene or pvc while the llner is o~

s~
2~

a much tougher wear rs3istant plastics material.

Claims (16)

The embodiments of the invention in which an exclusive property or privilege is claimed are defined as follows:
1. A method for replacing an existing main with a new main, the method comprising fracturing the existing maim and maintaining sufficient clearance through the fractured main for the movement therethrough of a tubular liner for the exiting main and subsequently moving the new main into the liner.
2. A method as claimed in claim 1 for replacing an existing cast iron main with a tubular replacement assembly, the method comprising continuously fracturing the cast iron main ahead of the moving assembly while maintaining sufficient clearance through the fractured main for the moving assembly.
3. A method as claimed in Claim 1 in which the existing main is continuously fractured ahead of the moving liner.
4. A method as claimed in Claim 1 in which the existing main is of cast iron.
5. A method as claimed in Claim 2 in which the assembly is the new main.
6. A method as claimed in Claim 2 in which the assembly is a tubular liner and the new main is subsequently moved into the liner.
7. A method as claimed in any of Claims 1, 5 or 6 in which the internal diameter of the new main is at least as great as the internal diameter of the existing main.
8. A method as claimed in Claim 1 or Claim 2 in which the clearance provides a bore whose diameter is greater than the external diameter of the exiting main.
9. A method as claimed in any of Claim 1, 5 or 6 in which the clearance provides a bore, the diameter of which is greater than the external diameter of the new main.
10. A method for replacing an existing main with a new main using a mole of the type having a front end which tapers radially inwardly towards the front of the mole to define a surface for engagement with the internal wall of the existing main, the method comprising attaching to the rear end of the mole a tubular assembly including at least a portion of the replacement structure, inserting the mole into the existing main with the front end of the mole leading and driving the mole along the existing main so that the front end of the mole engages with an sequentially fractures the internal wall of the existing main ahead of the assembly while the mole maintains sufficient clearance through the fractured main for simultaneous movement of the assembly therealong.
11. A method as claimed in Claim 10 in which the assembly is the new main.
12. A method as claimed in Claim 10 in which the tubular assembly is n new liner and the new main is subsequently moved into the liner.
13. A method as claimed in Claim 11 or Claim 12 in which the internal diameter of the new main is at least at great a 6 the internal diameter of the exiting main
14. A method as claimed in Claim 10 in which the clearance provided a bore, the diameter of which is greater than the external diameter of the existing main.
15. A method as claimed in Claim 11 or Claim 12 in which the clearance provides a bore, the diameter of which is greater than the external diameter of the new main.
16. A method as claimed in Claim 10 in which the mole is driven percussively along the existing main.
CA000433942A 1980-12-02 1983-08-04 Replacement of mains Expired CA1195128A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
GB8038655 1980-12-02
GB8038655 1980-12-02
CA000391293A CA1191356A (en) 1980-12-02 1981-12-01 Replacement of mains

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
CA000391293A Division CA1191356A (en) 1980-12-02 1981-12-01 Replacement of mains

Publications (1)

Publication Number Publication Date
CA1195128A true CA1195128A (en) 1985-10-15

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CA000391293A Expired CA1191356A (en) 1980-12-02 1981-12-01 Replacement of mains
CA000433942A Expired CA1195128A (en) 1980-12-02 1983-08-04 Replacement of mains
CA000475722A Expired CA1204294A (en) 1980-12-02 1985-03-04 Replacement of mains

Family Applications Before (1)

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CA000391293A Expired CA1191356A (en) 1980-12-02 1981-12-01 Replacement of mains

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US (3) US4505302A (en)
EP (2) EP0094694B2 (en)
JP (1) JPS6027873B2 (en)
CA (3) CA1191356A (en)
DE (2) DE3176812D1 (en)
GB (5) GB2092701B (en)
IE (3) IE52282B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5653555A (en) 1995-05-19 1997-08-05 Inliner, U.S.A. Multiple resin system for rehabilitating pipe
US5699838A (en) 1995-05-22 1997-12-23 Inliner, U.S.A. Apparatus for vacuum impregnation of a flexible, hollow tube

Families Citing this family (131)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3176812D1 (en) * 1980-12-02 1988-08-25 British Gas Corp MAINS INSERTION
GB2122299B (en) * 1982-06-18 1985-06-05 Ian Roland Yarnell Removing irregularities in or enlarging a buried duct
US4789268B2 (en) * 1982-06-18 1995-12-26 Miller Pipeline Corp Device and method for removing irregularities in or enlarging an underground duct
GB8333567D0 (en) * 1983-12-16 1984-01-25 Yarnell Ian Roland Removing irregularities in/enlarging underground duct
US4657436A (en) * 1982-06-18 1987-04-14 I.P.D. Systems Limited Device and method for removing irregularities in or enlarging an underground duct
GB2123111A (en) * 1982-06-21 1984-01-25 British Gas Corp Repairing mains
US4507019A (en) * 1983-02-22 1985-03-26 Expand-A-Line, Incorporated Method and apparatus for replacing buried pipe
GB2137719B (en) * 1983-03-31 1987-01-28 Daly Limited P N Pipe replacement
GB2149472A (en) * 1983-11-10 1985-06-12 Merstan Impact Moling Limited Mole
GB8332738D0 (en) * 1983-12-08 1984-01-18 Merstan Impact Moling Ltd Pipe laying and replacement
GB8401452D0 (en) * 1984-01-19 1984-02-22 British Gas Corp Replacing mains
GB2167156B (en) * 1984-11-15 1988-06-08 Expand A Line Inc Replacing buried pipe
GB8429287D0 (en) * 1984-11-20 1984-12-27 Alh Syst Ltd Mole
US4693404A (en) * 1985-01-10 1987-09-15 British Gas Corporation Mains bursting tool
GB8502971D0 (en) * 1985-02-06 1985-03-06 Brickhouse Dudley Plc Pipe replacement
FR2578631B1 (en) * 1985-03-06 1987-05-07 Litzelmann Andre DEVICE FOR LAYING A PIPE FOR THE CASING OF A CHIMNEY
US5007767A (en) * 1985-03-25 1991-04-16 British Gas Corporation Method for joining polyolefin pipes by fusion
DE3526193A1 (en) * 1985-07-23 1987-02-05 Ruhrgas Ag METHOD AND DEVICE FOR PRE-TREATING A GROUND PIPE TO BE REPLACED BY A NEW PIPELINE
DE3533995A1 (en) * 1985-09-24 1987-04-16 Tracto Technik RAMM DRILLING DEVICE WITH IMPACT PISTON
US4705116A (en) * 1985-11-12 1987-11-10 Alh Systems, Ltd. Mole with rotary vibrator
JPS62125197A (en) * 1985-11-25 1987-06-06 三井建設株式会社 Method for installing and replacing existing pipeline
SE450969B (en) * 1985-11-25 1987-08-17 Entreprenad Ab E & G Jonsson SET FOR RENOVATION OF MARKET LOCATION PIPES
GB8615280D0 (en) * 1986-06-23 1986-07-30 Rice N Sewer renovation
JPS646590A (en) * 1987-06-26 1989-01-11 Kurimoto Ltd Method of replacing existing main pipe with novel main pipe
US5002432A (en) * 1987-07-22 1991-03-26 Dynovation Design & Engineering Inc. Device and method to cut and coil piles, casings and conductors
DE3726532A1 (en) * 1987-08-10 1989-02-23 Platzer Schwedenbau Gmbh METHOD AND DEVICE FOR LAYING HEATING PIPES UNDERGROUND
JPH01150087A (en) * 1987-12-07 1989-06-13 Kurimoto Ltd Method of replacing existing main pipe with novel main pipe
GB2214260A (en) * 1988-01-12 1989-08-31 British Gas Plc Mole
DE3800869C1 (en) * 1988-01-14 1989-01-05 Hans Brochier Gmbh & Co, 8500 Nuernberg, De
DE3813767C1 (en) * 1988-04-23 1989-06-29 Hans Brochier Gmbh & Co, 8500 Nuernberg, De
DE3815232C1 (en) * 1988-05-05 1989-01-05 Hans Brochier Gmbh & Co, 8500 Nuernberg, De Pipe-widening apparatus, in particular for disposal lines in refuse landfills
US4886396A (en) * 1988-05-12 1989-12-12 Kabushiki Kaisha Iseki Kaihatsu Koki Existing pipeline renewing method and apparatus therefor
JPH028577A (en) * 1988-06-22 1990-01-12 Kubota Ltd Method for laying new pipe without cutting existing pipe
CA1324619C (en) * 1988-07-26 1993-11-23 Kabushiki Kaisha Iseki Kaihatsu Koki Shield tunneling machine with eccentricity accommodating seal structure
DE3829628A1 (en) * 1988-09-01 1990-03-15 Schmidt Paul RAMM DRILLING DEVICE FOR THE TRENCHLESS LAYING OF SUPPLY LINES
US4925344A (en) * 1989-01-03 1990-05-15 Peres Steve U Method and apparatus for replacing buried pipe
DE3902081C1 (en) * 1989-01-25 1989-07-27 Hans Brochier Gmbh & Co, 8500 Nuernberg, De
DE3910354C1 (en) * 1989-03-30 1990-06-28 Diga - Die Gasheizung Gmbh, 4300 Essen, De
GB2231118B (en) * 1989-05-06 1992-12-16 D J Ryan & Sons Limited Pipeline replacement
GB2233060A (en) * 1989-06-09 1991-01-02 British Gas Plc Pipe burster.
DE3940354A1 (en) * 1989-06-14 1990-12-20 Paul Speeck Gmbh & Co Kg Underground pipe removal method - involves cutting through in lengthwise direction and forming space between it and earth
JPH0674713B2 (en) * 1989-08-02 1994-09-21 松坂貿易株式会社 Method and device for replacing existing pipe with new pipe
FR2663397B1 (en) * 1990-06-19 1992-11-06 Gaz De France METHOD AND DEVICE FOR REPLACING AN UNDERGROUND PIPELINE BY LOCALIZED SPRAYING OF A PRESSURIZED FLUID.
CA2034852A1 (en) * 1990-02-01 1991-08-02 Eric Federspiel Process and device for replacing an underground pipe
DE4014775C1 (en) * 1990-05-09 1991-08-01 Tracto-Technik Paul Schmidt Maschinenfabrik Kg, 5940 Lennestadt, De
US4983071A (en) * 1990-05-15 1991-01-08 Consolidated Edison Company Of New York, Inc. Pipe bursting and replacement apparatus and method
US5098225A (en) * 1990-12-31 1992-03-24 Brooklyn Union Gas Cutting/expanding tool
US5171106A (en) * 1990-12-31 1992-12-15 Brooklyn Union Gas Cutting/expanding tool
US5067854A (en) * 1991-02-04 1991-11-26 Aardvark Corporation Apparatus and technique for installing an elongated rod in an earth formation
US5112158A (en) * 1991-03-25 1992-05-12 Mcconnell W Harry Underground pipe replacement method and apparatus
CA2055421C (en) * 1991-11-13 1995-03-14 Reginald G. Handford Trenchless pipeline replacement
GB9127525D0 (en) * 1991-12-31 1992-02-19 Kayes Allan G Soil displacement hammer for replacing underground pipes
US5173009A (en) * 1992-01-08 1992-12-22 Martin Moriarty Apparatus for replacing buried pipe
US5192165A (en) * 1992-04-06 1993-03-09 Pim Corporation Trenchless replacement of conduits in an underground conduit bank
US5401004A (en) * 1993-03-03 1995-03-28 Bethlehem Steel Corporation Method and apparatus for installing a nozzle insert in a steelmaking ladle
US5482404A (en) * 1993-07-27 1996-01-09 Tenbusch, Ii; Albert A. Underground pipe replacement technique
DE4328618A1 (en) * 1993-08-26 1995-03-02 Teerbau Gmbh Strassenbau Process for renewing underground pipes and conduits
FI95962C (en) * 1994-01-21 1996-04-10 Aineko Ab Oy Device especially for sanitization of sewerage systems by using forced retraction method
US5465797A (en) * 1994-02-22 1995-11-14 Earth Tool Corporation Pneumatic ground piercing tool with detachable head
US5507597A (en) * 1994-05-12 1996-04-16 Mcconnell; W. Harry Underground pipe replacement method
US5544977A (en) * 1994-06-24 1996-08-13 Lone Star Gas Company Polymeric pipe splitter, replacement tool and method
FR2723780B1 (en) * 1994-07-26 1996-09-27 Eau Et Force METHOD FOR REPLACING LEAD PIPES WITHOUT REALIZING TRENCHES, AND APPARATUS FOR IMPLEMENTING SAME
DE19505517A1 (en) * 1995-02-10 1996-08-14 Siegfried Schwert Procedure for extracting a pipe laid in the ground
DE19508450C2 (en) * 1995-03-09 1997-03-13 Tracto Technik Ram drilling machine for destructive replacement of underground pipelines
DE19512602C1 (en) * 1995-03-31 1996-09-26 Tracto Technik Device for ramming pipes or for expanding pilot holes or replacing underground pipes
US5628585A (en) * 1995-04-28 1997-05-13 Tti Trenchless Technologies, Inc. Method and apparatus for removal of utility line and replacement with polyolefin pipe
GB9508925D0 (en) * 1995-05-02 1995-06-21 Victaulic Plc Improvements in and relating to pipeline replacement
CA2161482C (en) 1995-07-11 2007-08-21 Christian J. Brahler Method of installing or replacing underground pipe
DE19527138C1 (en) * 1995-07-25 1996-07-04 Terra Ag Tiefbautechnik Underground pipe replacement device
US6299382B1 (en) * 1995-09-25 2001-10-09 Earth Tool Company, L.L.C. Method for installing an underground pipe
US5706894A (en) * 1996-06-20 1998-01-13 Frank's International, Inc. Automatic self energizing stop collar
US5782311A (en) * 1997-01-03 1998-07-21 Earth Tool Company, Llc Method and apparatus for installation of underground pipes
US6799923B2 (en) * 1997-01-09 2004-10-05 Tric Tools, Inc. Trenchless water pipe replacement device and method
CA2277202C (en) * 1997-01-09 2006-07-18 Robert Ward Carter Device for trenchless replacement of underground pipe
DE19713640C1 (en) * 1997-04-02 1998-10-29 Terra Ag Tiefbautechnik Device for pulling a pipe into an earth hole
DE19749007C2 (en) 1997-11-06 1999-08-12 Tracto Technik Device for connecting a draw tube with a drawing device
US6283229B1 (en) 1998-02-17 2001-09-04 Earth Tool Company, L.L.C. Impact device for directional boring
US6109832A (en) 1998-04-02 2000-08-29 Lincoln; David A. Ram burster and method for installing tubular casing underground
DE19817872C2 (en) * 1998-04-22 2002-08-08 Tracto Technik expander
US6171026B1 (en) 1998-07-23 2001-01-09 Earth Tool Company, L.L.C. Method and apparatus for replacement of pipelines
EP0981006B1 (en) * 1998-08-14 2003-05-14 Kenton Utilities & Developments Ltd. Method of installing replacement pipe and apparatus therefor
GB9817612D0 (en) * 1998-08-14 1998-10-07 Kenton Utilities And Developme Method of installing re-placement pipe
US6357967B1 (en) 2000-05-01 2002-03-19 Samuel W. Putnam Apparatus for bursting and replacing pipe
WO2001086182A2 (en) 2000-05-10 2001-11-15 Stephen Paletta Multi-purpose rehabilitation of conduits
FR2812707A1 (en) * 2000-08-04 2002-02-08 Setha Soc D Etudes De Travaux Lead pipe replacement procedure consists of cutting pipe lengthwise with combined traction and percussion to make room for plastic pipe
US6499912B2 (en) 2000-12-21 2002-12-31 Darren L. Coon Tool for replacement of underground plastic pipe
US6854932B2 (en) 2000-12-22 2005-02-15 Samuel W. Putnam Cable pulling apparatus
US6755593B2 (en) 2001-01-22 2004-06-29 Earth Tool Company, L.L.C. Pipe replacement method and rotary impact mechanism for pipe bursting
US6585453B2 (en) 2001-07-19 2003-07-01 Gerald M. Robinson Apparatus for trenchless underground pipe replacement
US6761507B2 (en) * 2001-09-04 2004-07-13 Earth Tool Company, L.L.C. Method and apparatus for replacement of underground pipe
DE10145603B4 (en) * 2001-09-15 2004-08-19 Tracto-Technik Gmbh Device and method for expanding or destroying channels
US6551028B2 (en) 2001-09-17 2003-04-22 Gerald M. Robinson Pipe replacement apparatus
DE60314160T2 (en) * 2002-01-14 2008-01-24 Earth Tool Company Llc, Oconomowoc METHOD AND DEVICE FOR REPLACING UNDERGROUND PIPES
US6702521B2 (en) 2002-06-03 2004-03-09 Gerald M. Robinson Pipe replacement apparatus
US7478650B2 (en) * 2002-06-19 2009-01-20 Saint-Gobain Technical Fabrics Canada, Ltd. Inversion liner and liner components for conduits
US6896077B1 (en) 2002-11-04 2005-05-24 The Charles Machines Works, Inc. Rotary driven pipe-bursting tool
DE10306965A1 (en) * 2003-02-19 2004-09-02 Siegfried Schwert Process for changing pipes
US7025536B2 (en) * 2003-06-24 2006-04-11 Putnam Samuel W Tandem apparatus for bursting and replacing pipe
CA2517980C (en) * 2003-09-30 2007-05-01 Drag'n Skin International Inc. A pipe assembly and a method for installation in a borehole
US7351011B2 (en) * 2004-02-18 2008-04-01 Pettibone, Llc Apparatus for defining a passageway through a composition
US7156585B2 (en) * 2004-02-18 2007-01-02 Pettibone, Llc Method and apparatus for drawing a mole through a composition
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
US20060088384A1 (en) * 2004-10-22 2006-04-27 Putnam Samuel W Stored energy coupling and pipe bursting apparatus
GB2440626B (en) * 2005-06-21 2009-11-18 Kenneth Latimer Scott Apparatus for use in renewing or replacing drain pipes or service ducts
GB2440627B (en) * 2005-06-21 2009-08-12 Kenneth Latimer Scott Apparatus for use in renewing or replacing drain pipes or service ducts
GB0512521D0 (en) * 2005-06-21 2005-07-27 Scott Kenneth L Apparatus for use in renewing or replacing drain pipes or service ducts
US7578636B2 (en) * 2005-08-09 2009-08-25 Tt Technologies, Inc. Method and device for pipe splitting
US20070161339A1 (en) * 2005-12-30 2007-07-12 Wentworth Steven W Method and apparatus for removing a pipe lining
US7559722B2 (en) * 2007-01-26 2009-07-14 Earth Tool Company, L.L.C. Method and apparatus for pipe reforming and clearing
JP4592026B2 (en) * 2007-02-08 2010-12-01 株式会社イセキ開発工機 Underground pipe replacement device
JP4939981B2 (en) * 2007-03-06 2012-05-30 株式会社イセキ開発工機 Underground pipe replacement device
US7918626B2 (en) * 2007-11-13 2011-04-05 Venable Oran W Systems and methods for pipe replacement
US8122979B1 (en) * 2008-12-19 2012-02-28 Radius Hdd Direct, Llc Offset rock bit with pull back adapter
US8328468B2 (en) 2009-10-05 2012-12-11 Tt Technologies, Inc. Pipe splitting apparatus with replaceable blade
US9103483B2 (en) * 2009-10-05 2015-08-11 Tt Technologies, Inc. Jointed pipe splitter with pneumatic hammer
DE102010004097B4 (en) * 2010-01-07 2019-06-19 Tracto-Technik Gmbh & Co. Kg Method for rehabilitating an old pipe and system for carrying out such a method
AU2011210035B2 (en) * 2010-01-26 2016-12-15 Husqvarna Ab A laying machine
US8540458B2 (en) 2011-06-14 2013-09-24 Roodle, Inc. Center hole ram cable puller
US8998538B2 (en) 2011-12-20 2015-04-07 Tt Technologies, Inc. Pipe replacement system
DE102012103842A1 (en) * 2012-05-02 2013-11-07 Rbs Spezialmaschinen Gmbh Device for rehabilitation of grave loose sewer from pipeline, has propulsion unit having burst cylinder that is arranged partially within bursting portion and is provided with piston having receptacle through which pipe is supported
US9261220B2 (en) 2012-08-02 2016-02-16 Tt Technologies, Inc. Winch boom and method for trench less replacement
WO2014159567A1 (en) 2013-03-14 2014-10-02 SAK Construction, LLC Systems and apparatus for inhibiting a compressed pipe liner from retreating into a host pipe
US9322502B2 (en) 2013-03-14 2016-04-26 SAK Construction, LLC Device and system for pulling a compressed pipe liner into a host pipe
US9829143B2 (en) 2015-05-14 2017-11-28 Edward Alan Ambler Compositions and methods for in-situ macro-encapsulation treatment of friable asbestos fibers generated by trenchless pipe bursting of asbestos cement pipe
AU2016210651A1 (en) 2015-08-10 2017-03-02 Vermeer Manufacturing Company Pullback System For Drilling Tool
WO2019160757A1 (en) 2018-02-13 2019-08-22 Zilper Trenchless, Inc. Systems and methods for underground pipe installation
JP7033787B2 (en) * 2018-08-30 2022-03-11 株式会社タブチ Piping cutting device
DE102020206603A1 (en) * 2020-05-27 2021-12-02 Uden Spezialwerkzeuge Handels- und Dienstleistungs UG (haftungsbeschränkt) Oscillating milling tool and method of removing a pipe buried in the ground
CN111720623A (en) * 2020-07-07 2020-09-29 海南前途工程设计有限公司 Non-excavation lead-in pipe construction method
USD1018244S1 (en) * 2022-02-07 2024-03-19 The Charles Machine Works, Inc. Pipe slitter
US11867338B1 (en) * 2023-04-19 2024-01-09 Danny Warren Consulting, LLC Method and system for encapsulating in-ground asbestos concrete pipe

Family Cites Families (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DD93068A (en) *
US652367A (en) * 1899-11-17 1900-06-26 Thomas Law Tool for slitting and cutting off well-casings.
US928361A (en) * 1905-04-14 1909-07-20 Sidney Manthorp Cockburn Boiler-tube cleaner.
US1001205A (en) * 1910-10-01 1911-08-22 Frank M Lovell Well-casing slitter and perforator.
US1519882A (en) * 1924-04-02 1924-12-16 Stewart Roderick Ripping tool
US1717588A (en) * 1924-05-13 1929-06-18 Philadelphia Bronze Bearing An Method of lining tubes
US1638494A (en) * 1925-02-11 1927-08-09 Rush C Lewis Casing puller and cutter
US1618368A (en) * 1925-11-12 1927-02-22 Thomas S Dietle Casing ripper
GB263436A (en) * 1926-08-23 1926-12-30 Mathias Bock Improvements in or relating to metal pipes
US2163384A (en) * 1936-05-15 1939-06-20 Chicago Pneumatic Tool Co Flue cleaner
US2502711A (en) * 1944-11-02 1950-04-04 Thomas J Evans Pipe-cutting tool
US2638165A (en) * 1948-01-24 1953-05-12 Louis D Barber Well perforator
US2947253A (en) * 1954-09-01 1960-08-02 Borg Warner Perforator
US2834106A (en) * 1956-11-19 1958-05-13 Diamond Alkali Co Apparatus for splitting tubes
US3005493A (en) * 1958-03-25 1961-10-24 Baker Oil Tools Inc Well bore milling apparatus
US3073389A (en) * 1959-02-24 1963-01-15 Thelma L Conner Pipe cutter and milling tool
US3181302A (en) * 1959-08-28 1965-05-04 William R Lindsay Pipe splitier and spreader
US3023040A (en) * 1959-12-03 1962-02-27 William E Cawley Coupler for tool and cable
US2983042A (en) * 1959-12-03 1961-05-09 Charles E Frantz Tube splitting apparatus
US3511734A (en) * 1963-11-01 1970-05-12 Cee Bee Mfg Co Inc Method of lining concrete pipe
IL33199A (en) * 1968-11-04 1972-10-29 Mills D Pipe relining method and apparatus
US3543377A (en) * 1968-12-30 1970-12-01 Raymond Muir Bremner Vibratory towing head
IT983823B (en) * 1973-04-13 1974-11-11 Saipem Spa EQUIPMENT CALLED SELF-LOCKING CAP FOR THE HERMETIC CLOSURE AND RECOVERY OF PIPES PLACED ON HIGH BOTTOMS
US3894402A (en) * 1974-07-19 1975-07-15 Martin D Cherrington Apparatus and method for emplacing a conduit along an underground arcuate path
GB1501582A (en) * 1975-05-31 1978-02-15 Jenne & Strahm Ag Boring tools
US3996758A (en) * 1975-07-14 1976-12-14 Tidril Corporation Method for placement of production casing under obstacle
US4003122A (en) * 1975-12-29 1977-01-18 Francesville Drain Tile Corporation Apparatus and method for applying filter to a drainage tubing
US4118940A (en) * 1977-08-23 1978-10-10 Beane Frank Thomas Drain line and method of installing
FR2475805A1 (en) * 1980-02-11 1981-08-14 Europ Accumulateurs Cutter for tubular sleeves in lead battery plate mfr. - has parallel cutting blades mounted parallel to axis of rod to cut longitudinal sections from sleeve
DE3176812D1 (en) * 1980-12-02 1988-08-25 British Gas Corp MAINS INSERTION

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5653555A (en) 1995-05-19 1997-08-05 Inliner, U.S.A. Multiple resin system for rehabilitating pipe
US5699838A (en) 1995-05-22 1997-12-23 Inliner, U.S.A. Apparatus for vacuum impregnation of a flexible, hollow tube

Also Published As

Publication number Publication date
EP0094694A3 (en) 1984-08-01
EP0053480A1 (en) 1982-06-09
US4505302A (en) 1985-03-19
DE3176812D1 (en) 1988-08-25
IE52280B1 (en) 1987-09-02
EP0094694B2 (en) 1993-07-14
GB2152624B (en) 1986-05-29
GB8430977D0 (en) 1985-01-16
GB2092701B (en) 1986-02-05
GB2092701A (en) 1982-08-18
EP0094694B1 (en) 1988-07-20
CA1191356A (en) 1985-08-06
JPS6027873B2 (en) 1985-07-01
JPS57120789A (en) 1982-07-27
EP0053480B1 (en) 1987-08-05
IE812829L (en) 1982-06-02
EP0053480B2 (en) 1992-07-29
IE811596L (en) 1982-01-16
GB8504952D0 (en) 1985-03-27
US4738565A (en) 1988-04-19
GB8320837D0 (en) 1983-09-01
DE3176344D1 (en) 1987-09-10
GB2124325A (en) 1984-02-15
IE52281B1 (en) 1987-09-02
IE52282B1 (en) 1987-09-02
GB8323180D0 (en) 1983-09-28
CA1204294A (en) 1986-05-13
EP0094694A2 (en) 1983-11-23
US4720211A (en) 1988-01-19
GB2124325B (en) 1986-01-29
GB2152624A (en) 1985-08-07

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