PRIORITY CLAIM AND RELATED APPLICATIONS

This application claims priority to, and the benefit of, coniraonly-iiiveuted and commonly-assigned U.S. Provisional Patent Application Serial No. 62/471,389 filed March 15, 2017. The entire disclosure of 62/471,389 is incorporated herein by reference as is fully set forth herein. This application is further related to commonly-invented and commonly- assigned U.S. Patent Application Serial No. 14/732,565 filed June 5, 2015 (hereafter, the "Prior Application"), now U.S. Patent 9,175,798 issued November 3, 2015. The entire disclosure of the Prior Application is also incorporated herein by reference as if fully set forth herein.

FIELD OF THE DISCLOSURE

This disclosure is directed generally to a method for refurbishing buried expandable pipes without open cut replacement (i.e., without digging the pipe out of the ground), where such pipes are located in confined spaces, such as under roads in mountain passes with steep inclines on one side and open waterways nearby on the other side.

BACKGROUND

The term "expandable" is used as a defined term of art throughout mis disclosure. By "expandable", this disclosure refers to culverts and pipes that, when cut longitudinally in situ underground, may then be radially expanded, preferably nondestructively, by separation and widening of the longitudinal cut, so that the expanded pipe (or expanded "host" pipe as sometimes referred to herein) may then receive a new inner liner pipe whose internal diameter is at least the same as, if not larger than, the internal diameter of the original unremrbished host pipe. It is expected that many culverts or pipes felling within this definition will be metal, and will be corrugated or "accordion" in profile. However, the term is not limited to corrugated or accordion profiles on metal pipes or culverts.

The Prior Application, incorporated herein by reference, discloses a trenchless technology, now patented, for nondestructively refurbishing underground pipes. Generally speaking, the Prior Application describes embodiments in which a longitudinal cut is initially made in the host pipe. In some embodiments disclosed in the Prior Application, the host pipe is then radially expanded, preferably nondestructively, by separation and widening of the longitudinal cut. A new liner pipe is then inserted into the expanded host pipe. Preferably, the internal diameter of the liner pipe is at least the same as, if not larger than, the internal diameter of the original unrefurbished host pipe. Grout may then be injected into the annular space between the liner pipe and the host pipe.

The Prior Application further describes some of the problems that its disclosed technology solves, and some of the technical advantages enabled in solving such problems. While einbodhnents of the Prior Application have been shown, to be highly serviceable, and indeed highly advantageous, improvements have been identified in deployments where the host pipe is located, for example, under roads in mountain passes with steep inclines on one side and open waterways nearby on the other side. Such locations may often present additional access challenges in deploying the embodiments of the Prior Application. As is shown on FIGURE I, host pipe H is buried beneath road R with steep incline SI on. one side and waterway W on the other side. In the exemplary environment illustrated on FIGURE 1, access to host pipe H on the waterway W side is from above only. Access to host pipe H on the other side is very limited by steep incline SL It will be appreciated that, for example, the location of host pipe H presents challenges to installing a new liner pipe inside host pipe H if the liner pipe is approximately the same length as host pipe H. There is not enough room on the steep incline SI side to insert a full-length liner into the host pipe H from the incline side, and waterway W prevents practical insertion of a full-length liner into host pipe H from the water side.

Conventional prior art solutions to the above-described access challenges present, additional problems. For example, a "cured in place" or "CIPP" method is known, in which a collapsible liner, or "sock" is unrolled into host pipe H and then expanded with steam and cured onto the inside of host pipe Ή. Such CIPP solutions lack the structural integrity of a rigid liner pipe solution, and their robustness against cracking and leaking in service is not as good as a rigid liner pipe solution.

SUMMARY OF DISCLOSED TECHOLOGY AND TECHNICAL ADVANTAGES

This disclosure describes enhanced embodiments of the trenchless underground pipe refurbishment technology described in the Prior Application. Embodiments of methods and apparatus described in this disclosure solve the problem of inserting a liner pipe into the host pipe in deployments where physical space limitations make insertion of a full-length liner pipe impractical, if not impossible. According to the einbodhnents described in this disclosure, a confined space insertion tool (hereafter, a "pusher box") enables the new inner liner pipe to be inserted into the host pipe in concatenated sections.

Functionally, the pusher box manipulates rods ofpre-detennined length into and out of the host pipe once the pusher box has been positioned, leveled and stabilized at one end of the host pipe. Functions performed by the pusher box on the rods include inserting and retracting the rods from the host pipe, rotating a rod string, and raisng/lowering a rod string with respect to the host pipe. With particular reference to inserting and retracting, the pusher box inserts rods in a concatenated string. Once the pusher box has inserted one rod into the pipe, the next rod is concatenated to the trailing end of the previously-inserted rod before being pushed in, and so on. Retraction of the concatenated rod string is the reverse operation. The pusher box pulls the rod string out so that the rods can be removed from the string one at a time. A rod is disconnected from the retracted string as it emerges, allowing the next rod in the string to be retracted.

The rods may preferably be used first in the host pipe cutting phase, in which a longitudinal cut is made in the host pipe to facilitate nondestructive expansion of the host pipe via separation of the cut. Some embodhnents may use a self-propelled cutting tool such as described in the Prior Application. Other embodiments may use a cutting tool that is pushed into and retracted from the host pipe using rods and the pusher box as described below. In some embodiments, the cutting tool may be "pushed while cutting" by inserting rods into a concatenated rod string. In other embodiments (such, as illustrated in this disclosure), the cutting tool may be ''pulled while cutting" by retracting and removing rods from the string once (he cutting tool has been positioned at the far end of the host pipe by rod insertion. However, this disclosure is not limited to any particular design of cutting tool or direction in which the cut is made using the rods in a rod string.

After the host pipe is cut, the rods may then preferably be used again, this time in conjunction with a pipe expansion tool in the host pipe expansion phase. Preferred embodiments include a host pipe expansion phase, although the scope of the disclosed technology is not limited in this regard. Preferred embodiments may use a pipe expansion tool such as is described in the Prior Application, or a lighter, smaller expansion tool as described in this disclosure. However, this disclosure is not limited to any particular design of expansion tool. As will be described in greater detail below, the pusher box may insert and retract a rod string connected to the pipe expansion tool, which, allows the operators to stop the expansion tool at desired stations along the length of the host pipe interior in order to expand the host pipe at those stations. Additionally, the pusher box may rotate the rod string while the pipe expansion tool is attached at a remote end. As a result, the pipe expansion tool may also be rotated in a controlled way at each host, pipe expansion station, allowing for uniform radial expansion of the host pipe at each station. Also, as with the disclosure regarding the cutting tool immediately above, embodiments may use a "push and expand" technique on the pipe expansion tool (in which rods are inserted into the concatenated rod string), while alternative embodiments may use a "pull and expand" technique (in. which the rods are retracted and removed from the rod string once the pipe expansion tool has been positioned at the far end of the host pipe via rod insertion). This disclosure is not limited to any particular design of pipe expansion tool or direction in which host pipe is expanded using the rods in a rod string.

Note also that not all embodiments of an expansion phase require a cutting phase. The scope of this disclosure includes some embodiments (not described herein in detail) in which expansion is sufficient to "smooth out" the wavy profile of a corrugated host pipe. Embodiments for expanding a host pipe in this fashion are described in the Prior Application, incorporated by reference herein. Once expansion of a host pipe is complete in these "non- cut" embodiments, a liner pipe may be inserted into the host pipe in sections, consistent with the liner pipe insertion phase described below in this disclosure.

Once the expansion phase is complete, the pusher box, in conjunction with the rods, then enables the liner pipe to be inserted into the expanded host pipe in sections. Preferably, each liner pipe section is approximately the same length as one of the rods. Away from the pusher box, a rod is inserted into a liner pipe section, and is centered and frictionally stabilized within the liner pipe section with wireframe centering balls that are attached to the rod along the rod's length. The wireframe centering balls are sized and shaped to frictionally engage the internal surface of the liner pipe so that the liner pipe section may be inserted into the host pipe along with the rod. Advantageously, the liner pipe sections arrive at the pusher box in "cartridge" form, with a length of liner pipe already made up with the rods and wireframe centering balls pre-deployed inside. The cartridges may be of any length suitable for the application, but are preferably selected from within a range from about 3 feet to about 7 feet in length.

Currently preferred embodiments of the liner pipe itself are a rigid liner pipe. More preferably, the liner pipe comprises galvanized corrugated metal pipe ("CMP"), although the scope of this disclosure is not limited in this regard. Examples of other suitable rigid liner pipe constructions include, without limitation, galvanized metal, aluminized steel, or asphalt coated steel pipe (corrugated or plain), or plastic, ceramic or a fiber reinforced resin compound pipe (corrugated or plain).

The pusher box inserts the liner pipe sections one by one into the host pipe. As noted, the liner pipe sections are inserted by the rods. As with the host pipe expansion phase, the pusher box inserts rods (this time with liner pipe sections attached) in a concatenated siring. Once the pusher box has completed insertion of one rod into the pipe, the next rod is concatenated to the trailing end of the previously-inserted rod before being pushed in. Each successive liner pipe section is also concatenated to the trailing end of the previously-inserted liner pipe section before insertion by its corresponding rod.

The leading ends of the first rod and the first liner pipe section in the string are preferably attached to a conically-shaped steel head, such that the steel head leads the entire string of rods into the host pipe with concatenated liner pipe sections attached to the steel head. The steel head, with its dead weight and conical, shape, assists the pusher box with smooth insertion of the entire concatenated string of rods/liner pipe sections into the host pipe. In particular, the steel head protects the leading edge of the first liner pipe section from snagging against corrugations and minor peripheral obstructions in. the interior of the host pipe. Embodiments herein of the steel head also advantageously provide a vibrator that vibrates the steel head and the first rods/liner pipe sections in the string against the host pipe interior as they are inserted into the host pipe. Alternatively, steel head embodiments may provide an impact hammer on board to generate a jolting force. This vibration or jolting further assists the pusher box with smooth insertion of the entire concatenated string of rods/liner pipe sections into the host pipe. It will thus be appreciated that in preferred embodiments deploying an attached steel head, the pusher box is effectively pushing the steel head into the host pipe via the rods, and the liner pipe sections are being "dragged along for the ride". That is, compressive force from the pusher box pushes the steel head further into the host pipe via thrust through successive concatenated rods. As the steel head moves further into the pipe, the steel head drags the attached concatenated liner pipe sections behind it, even though the liner pipe sections are also disposed about the rods via friction connection through the wireframe centering balls. The concatenated liner pipe sections are thus subjected to a tensile force as they are dragged into the host pipe, rather than to a compressive force from a "push" into the host pipe via the rods. In this way, the liner pipe sections are in lower jeopardy of buckling or collapsing compressively in response to the "push" force on the rods from the pusher box. Once all of the liner pipe sections have been insetted into the host pipe by the pusher box, and the steel head has emerged from the host pipe at the far end, the steel head may be disconnected from the rod string and the concatenated liner pipe sections, and then removed from the host pipe at the far end. The pusher box then retracts the rod string, with the wireframe centering balls attached. The pusher box pulls the rod string out so that the rods can be removed from the string one at a time. A rod is disconnected from the retracted string as it emerges, allowing the next rod in the string to be retracted, and so on. In some embodiments, a combination of the dead weight of the entire liner pipe as now deployed in the host pipe, plus the frictional resistance of the entire length of liner pipe against the host pipe interior, is sufficient to hold the liner pipe in place while the rod string is retracted from the liner pipe with wireframe centering balls attached, m other embodiments, it may be preferable to initially disconnect only the rod string from the steel head, and leave the liner pipe temporarily connected to the steel head. In such embodiments, the dead weight and frictional resistance of the liner pipe as attached to the steel head at the far end of the host pipe will enable the rod siring, with wireframe centering balls attached, to be retracted from the liner pipe without dislodging the liner pipe from within the host pipe. Once the rods and wireframe centering balls are completely retracted, the liner pipe may then be disconnected from the steel head at the far end of the host pipe. The steel head may be taken away, leaving the liner pipe in place in the host pipe.

Once the rod string is removed entirely from the host, pipe, the annular space between the host pipe and liner pipe may be injected with grout. Alternatively, grouting may be done before the rod string is removed to provide yet further immobilization of the liner pipe during retraction of the rods and wireframe centering balls.

It should be noted that use of the wireframe centering balls in this disclosure is not limited to the above-described process of inserting a liner pipe in the host pipe. Although not specifically illustrated and described below, the scope of this disclosure includes optionally including the wireframe balls as centering devices on the rod string during host pipe cutting and expansion phases. Throughout the disclosed pipe refurbishment process, the centering function of the wireframe balls provides several advantages, including:

(a) Stabilizing the rods inside the liner pipe during insertion. As will be described below, in preferred embodiments the compression "push'" delivered by the pusher box to insert the liner pipe into the host pipe may be up to 85,000 lbs. The wireframe centering balls stabilize the rod string to minimize lateral deflection of the rods under such a push load. (b) Centralizing the compression force during liner pipe insertion. As noted above, the compression force is preferably focused through to the steel head at the leading end of the liner pipe as it is inserted into the host pipe. The steel head then pulls the liner pipe into the host pipe.

(c) When used in the cutting phase, centralizing the path of the cutting tool during the host pipe cutting phase, thereby encouraging a true longitudinal cut.

(d) When used in the expansion phase, centralizing the path of the pipe expansion tool during the host pipe expansion phase, thereby encouraging controlled rotation and uniform expansion at each station.

According to a first aspect, therefore, embodiments of the disclosed technology provide a method for refurbishing and existing pipe, the method comprising the steps of: (a) providing an existing host pipe; (b) inserting a concatenated string of liner pipe sections inside the host pipe, step (b) further including: (bl) providing a plurality of cartridges, each cartridge including (1) a liner pipe section, (2) at least one rod and (3) at least one centering ball, wherein each rod and centering ball is received inside the liner pipe section such that each rod is stabilized within the liner pipe section via frictional contact between, each centering ball and the liner pipe section; (b2) inserting a first cartridge into the host pipe; (b3) concatenating the at least one rod in the first cartridge to the at least one rod in the second cartridge: (b4) concatenating the liner pipe section on the first cartridge to the liner pipe section on the second cartridge; and (b5) inserting the second cartridge into the host pipe; and (c) withdrawing the rods and centering balls from within the concatenated string of liner pipe sections.

In other embodiments, concatenating the liner pipe section on the first cartridge to the liner pipe section on the second cartridge is accomplished by a connection technique selected from the group consisting of: (a) clamping; (b) bolting; (c) riveting; (d) gluing with adhesive; and (e) welding.

In other embodiments, concatenating the liner pipe section on the first cartridge to the liner pipe section on the second cartridge is accomplished by making a threaded connection therebetween.

In other embodiments, the method may comprise, prior to step (b), the steps of: (aa) providing an expander, the expander having a longitudinal expander axis, the expander adapted to generate outward radial force perpendicular to the longitudinal expander axis when the expander is actuated to expand; (ab) moving the expander along a path inside the host pipe, the path having stations at which the expander stops; (ac) expanding the host pipe during step (ab), step (ac) further including, at each station: (ac1) stopping the expander; (ac2) responsive to outward radial force from the expander, increasing an interior diameter of the host pipe; and (ac3) moving the expander to the next station. In other embodiments, the method may further comprise rotating the expander about the longitudinal expander axis and repeating step (ac2). In other embodiments, step (ab) further comprises concatenating a plurality of capsules into a string thereof, wherein the string of capsules is inserted into the host pipe to follow the expander as it moves.

In other embodiments, an annular space forms between the host pipe and the concatenated string of liner pipe sections, and the method further comprises: (d) at least partially filling the annular space with grout. In other embodiments, the method may further comprise the steps of stabilizing the concatenated string of liner sections with stabilization measures before step (d) and removing the stabilization measures after step (d).

In other embodiments, the method may comprise, prior to step (b), the step of making a longitudinal cut in the host pipe. The method may further comprise inserting a plurality capsules into the host pipe as the longitudinal cut is made, wherein the capsules are in a concatenated string thereof.

In other embodiments, the first cartridge lias a leading end and a hailing end as inserted into the host pipe, and a steel head is connected to the leading end of the first cartridge such that the at least one rod in the fust cartridge is connected to the steel head. The steel head maybe conically shaped. The first cartridge may also be connected to the steel head. In other embodiments, the steel head includes a vibrator, and step (b) further includes vibrating the steel head during insertion. In other embodiments, the steel head includes an impact hammer, and step (b) further includes jolting the steel head during insertion.

According to a second aspect, embodiments of the disclosed technology provide a method for refurbishing and existing pipe, the method comprising the steps of: (a) providing an existing host pipe; (b) providing an expander, the expander having a longitudinal expander axis, the expander adapted to generate outward radial force perpendicular to the longitudinal expander axis when the expander is actuated to expand; (c) moving the expander along a path inside the host pipe, the path having stations at which the expander stops; (d) expanding the host pipe during step (c), step (d) further including, at each station: (dl) stopping the expander; (d2) responsive to outward radial force from the expander, increasing an interior diameter of the host pipe; and (d3) moving the expander to the next station; (e) inserting a concatenated string of liner pipe sections inside the host pipe, step (e) further including: (el) providing a plurality of cartridges, each cartridge including (I) a liner pipe section, (2) at least one rod and (3) at least one centering ball, wherein each rod and centering ball is received inside the liner pipe section such that each rod is stabilized within the liner pipe section via fhctional contact, between each centering ball and the liner pipe section; (e2) inserting a first cartridge into the host pipe, wherein the first cartridge has a leading end and a trailing end as inserted into the host pipe, and in which a steel head is connected to the leading end of the first cartridge such that the at least one rod in the first cartridge is connected to the steel head and the liner pipe section on the first cartridge is also connected to the steel head; (e3) concatenating the at least, one rod in the first cartridge to the at least one rod in the second cartridge; (e4) concatenating the liner pipe section on the first cartridge to the liner pipe section on the second cartridge; and (e5) inserting the second cartridge into the host pipe; and (f) withdrawing the rods and centering balls from within the concatenated string of liner pipe sections.

It is therefore a technical advantage of the disclosed technology to enhance the patented trenchless pipe refiirbishment described in the Prior Application for deployments in a confined space at one end of the host pipe, where inserting a full length liner pipe is impractical (if not impossible). In preferred embodiments, a liner pipe is inserted in sections into an expanded host pipe, bringing advantages of the Prior Application's disclosed embodiments to confined space deployments. Further, by insetting the liner pipe in sections from one end, the amount of work that must be done in a confined space is minimized. The disclosed confined space technology has particular application to refurbishment of pipes or culverts under roads in mountain passes, where there are often steep inclines on one side of the road and open waterways nearby on the other side of the road. Nearly all of the refurbishment work can be done in a confined space off-road on the incline side, lninimizing work required near the waterway, and avoiding the need to close the road completely during refurbishment It will be understood, however, that the scope of this disclosure is not limited to such applications with steep inclines on one side of a road and open waterways nearby on the other side of the road. Other applications, without limitation, may be when insufficient access to the host pipe for refurbishment is caused by the presence of private property nearby, where egress onto such private property is prohibited.

Another technical advantage of the disclosed technology is that its "open barrel" design allows for liner pipe sections to arrive at the pusher box in "cartridge" form, with rods and wireframe centering balls already pre-loaded inside, such that the rod/liner pipe section assemblies are ready for immediate insertion into the host pipe. This feature further minimizes the amount of work that must be done in a confined space. A Anther technical advantage is that, when space in the deployment allows, "cartridges" of rod/ball/liner pipe sections may be made up beforehand using off-the-shelf commercial inventory lengths of liner pipe (typically in ranges from about 3 feet to 7 feet in length). In this way, the cost of the cartridges may be standardized and optimized.

Another technical advantage of the disclosed technology is that the pusher box provides multifunctional hydraulic components. This multifunctional feature allows the pusher box to stay in place and perform multiple tasks during the entire pipe refurbishment process. Keeping the pusher box in place throughout the entire operation again minimizes and optimizes the amount of work that must be done in a confined space.

Another technical advantage of the disclosed technology is that expansion forces on the host pipe are controlled and perpendicular to the host pipe wall. Issues with the host pipe folding up like an accordion during expansion and/or liner pipe insertion are obviated. Embodiments of the disclosed technology are also non-destructive to the host pipe and preserve wherever possible the integrity of the host pipe, so that the host pipe may continue to contribute to operational longevity once the pipe refurbishment job is finished.

Embodiments of the disclosed technology further expand the outside diameter of the host pipe by separating the host pipe either side of a controlled longitudinal cut, leaving the host pipe larger in diameter than before. Introducing the inner liner pipe may thus, in certain applications, preserve the operational diameter of the pipe once the refurbishment job is finished. This retention of operational diameter may be highly advantageous in applications where pipe flow or capacity is important.

Another advantage of the disclosed technology is that in presently preferred embodiments, the host pipe is completely expanded before the inner liner pipe is introduced. In (he prior art, and particularly in pipe bursting techniques that are destructive to the host pipe, the inner liner pipe is generally inserted to follow right behind the bursting tool as the tool moves along the host pipe. Causing the inner liner pipe to follow right behind the bursting tool avoids premature collapse of the surrounding soil into the tunnel void created by the burst host pipe. However, coordination of deployment of the inner liner pipe right behind the pipe bursting can make the logistics of the job difficult. Further, should there be an unintended collapse of the surrounding soil before the inner liner pipe can provide support, the inner liner pipe can become stuck, putting success of the job in jeopardy.

By contrast, preferred embodiments of the disclosed technology fully expand the host pipe, and substantially retain the host pipe's structural integrity, before the inner liner pipe is introduced. la some embodiments, the expanded host pipe may also be temporarily stabilized via the introduction of capsules. The capsules are removed as the liner pipe sections are inserted. Since, in preferred embodiments, the host pipe is completely ready to receive the inner liner pipe, and is still supporting the surrounding soil, the inner liner pipe sections can be deployed quickly and efficiently. The disclosed technology is thus predictive of a much higher job success rate. Moreover, unlike refurbishment methods of the prior art (such as pipe bursting), embodiments of the disclosed technology create an annular space in. which grout can be deployed, further enhancing the strength, performance and longevity of the finished refurbishnient job.

The grout (or other material) injected into the annular space between the host pipe and new liner pipe provides additional advantages over conventional trenchless methods, which typically omit this step. First, it secures the new liner pipe in position so it does not move or settle. Next, the grout fills voids in the soil under the host pipe, reducing the likelihood of pipe deflections from differential settlement. The grout also fills voids in the soil above the host pipe, which reduces point loads and impacts caused if those voids collapse (which is a major source of operational deflection and collapse of culverts). The grout also distributes point loading on the host pipe/liner pipe construction, which may deter future cracking during service.

The foregoing has outlined rather broadly some of the features and technical advantages of the disclosed trenchless pipe refurbishment technology, in order that the detailed description that follows may be better understood. Additional features and advantages of the disclosed technology may be described. It should be appreciated by those skilled in the art that the conception and the specific embodiments disclosed may be readily utilized as a basis for modifying or designing other structures for carrying out the same inventive purposes of the disclosed technology, and that these equivalent constructions do not depart from the spirit and scope of the technology as described.

BRIEF DESCRIPTION OF THE DRAWINGS

For a more complete iinderstanding of the embodiments described in this disclosure, and their advantages, reference is made to the following detailed description taken in conjunction with the accompanying drawings, in which:

FIGURE 1 is a view of an exemplary confined space environment in which deployment of the disclosed technology is applicable; FIGURES 2A and 2B depict an excavation E including excavation pad 100 on which to deploy the pusher box 1150;

FIGURES 3A through 3G illustrate in more detail a currently preferred embodiment of pusher box 1 ISO as shown on FIGURES 2A and 2B, in which: FIGURES 3A and 3B are general exterior views; FIGURE 3C depicts pusher box 1150 in an extended state with exterior features removed; FIGURE 3D depicts pusher box 1150 in a retracted state with one retract piston 1192 omitted for clarity; FIGURES 3E and 3F depict pusher box 1150 in a retracted state with extend pistons 1191 and retract piston 1192 omitted for clarity; and FIGURE 3G is a view of pusher box 1150 in a partially extended state, illustrated with an exemplary liner pipe section 400;

FIGURES 4A and 4B illustrate embodiments of rod 410 in combination with wireframe centering balls 420, and FIGURE 4C illustrates capsule 430;

FIGURES 5 and 5B illustrate two alternative embodiments of making a longitudinal cut LC in host pipe H;

FIGURES 6C through 6F are "freeze frame" views depicting a first exemplary embodiment of an expansion of host pipe H;

FIGURES 7A through 7F are a series of "freeze frame" illustrations depicting expansion of host pipe H;

FIGURES 8A and 8B are "freeze frame" views depicting a second exemplary embodiment of an expansion of host pipe H;

FIGURE 9 illustrates steel head 435 and cartridge 405 as deployed in embodiments for inserting concatenated liner pipe section 400 into host pipe Ή;

FIGURES 10A through 10E are "freeze frame" views depicting a first exemplary embodiment of insertion of concatenated liner pipe sections 400 into an expanded host pipe H;

FIGURES 11 A through 1 IE are "freeze frame" views depicting a second exemplary embodiment of insertion of concatenated liner pipe sections 400 into an expanded host pipe H.;

FIGURE 12 illustrates a section through liner pipe sections 400 resident inside host pipe H per FIGURES 10E and 1 IE;

FIGURE 13 illustrates grouting of annular space AS (AS shown on FIGURES 10E and HE);

FIGURE 14 illustrates inflatable bulkhead 500;

FIGURES 15 and 16 are sections as shown on FIGURE 13; and FIGURES 17 and 18 are detail views as shown on FIGURES 10B and 10 C respectively.

DETAIL ED DESCRIPTION

For the purposes of the following disclosure, FIGURES 1 through 18 should be viewed together. Any part, item, or feature that is identified by part number on one of FIGURES 1 through IS has the same part number when illustrated on another of FIGURES 1 through 18.

As noted above in the "Background" section, FIGURE 1 illustrates an exemplary environment in which the disclosed technology is advantageous to refurbish the underground host pipe H. To recap, host pipe H on FIGURES I is buried beneath road R with steep incline SI on one side and waterway W on the other side. In the environment illustrated on FIGURE 1, access to host pipe H on the waterway W side is from above only. Access to host pipe H on the other side is very limited by steep incline SI. In some instances, host pipe H may be up to 80 feet long, making insertion of a new one-piece liner pipe into host pipe H unpractical, if not impossible.

FIGURES 2 A and 2B illustrate an excavation E that may be needed on the steep incline SI side of road R to facilitate some deployments of the disclosed technology. It will be appreciated from FIGURE 2A that access is needed to the steep incline SI end of host pipe H, even though such access is in a confined space. It will be further appreciated from FIGURE 2A that in exemplary mountain highway deployments such as illustrated on FIGURE 1, existing roadside ditches on the steep incline SI side of road R may be of limited width B (for example, only 3 feet to 6 feet wide). FIGURE 2A illustrates that in order to accommodate pusher box 1 ISO (as described in more detail below), embodiments of which may be 9 feet to 10 feet in length, steep incline SI may need to be excavated to extended width A around host pipe H (for example, 10 feet to 12 feet). Further, FIGURE 2A shows that in illustrated embodiments, sufficient depth of excavation E is required to set pusher box 1150 at a correct elevation to service host pipe H. Excavation E is made to provide such clearance and depth. In some deployments (not illustrated) a retaining wall or other safety measure may be deployed to stabilize steep incline SI in the presence of excavation E. Also, as shown on FIGURE 2 A, the bottom of excavation E advantageously provides a leveled and compacted excavation pad 100 on which to set, level and stabilize pusher box 1150. FIGURE 2B shows pusher box 1150 positioned in excavation E ready to service host pipe H.

FIGURES 3A through 3G illustrate in more detail a currently preferred embodiment of pusher box 1150 as shown on FIGURES 2A and 2B. FIGURES 3 A and 3B are general exterior views. FIGURES 3C through 3F are various views with some parts omitted to enable the internals of pusher box 1150 to be seen more clearly. FIGURE 3C depicts pusher box 1150 in an extended state with exterior features removed. FIGURE 3D depicts pusher box 1150 in a retracted state with one retract piston 1192 omitted for clarity. FIGURES 3E and 3F depict pusher box 1150 in a retracted state with extend pistons 1191 and retract piston 1192 on the foreground side omitted for clarity. FIGURE 3G is a view of pusher box 1150 in a partially extended state, illustrated with an exemplary liner pipe section 400 in order to describe pusher box 1150's features with respect to handling liner pipe sections 400.

As noted, FIGURES 3 A and 3B are general exterior view of a currently preferred embodiment of pusher box 1150. Preferred embodiments of pusher box 1150 weigh about 16,000 lbs, and are designed to deliver up to about 85,000 lbs of horizontal force in order to insert a liner pipe in sections into host pipe H. Given these metrics, it will be appreciated that careful positioning, leveling, alignment and stabilization of pusher box 1150 to address host pipe H will assist smooth operation of pusher box 1150. Referring also to FIGURES 2A and 2B, vertical stabilizers 1155 on FIGURES 3 A and 3B extend and retract (advantageously, under hydraulic power) to level pusher box 1150 on excavation pad 100 and to set pusher box 1150 to address host pipe H at the correct elevation and azimuth/angle. Front and back horizontal stabilizers 1156A. and 1156B on FIGURE 3B extend to stabilize pusher box 150 against the surrounding vertical excavation walls depicted in excavation E on FIGURES 2A and 2B. Front and back horizontal stabilizers 1156 A and 1156B are again advantageously hydraulically powered. In the illustrated embodiment of FIGURE 3B, front horizontal stabilizer 1156A is a U-shaped plate and is positioned in excavation E on FIGURE 2A such that host pipe H is located in the ^ri U". This feature on front horizontal stabilizer 1156A assists with positioning pusher box 1150 to address host pipe H at the correct elevation and azmiuth/angle.

FIGURES 3A and 3B also depict other exterior features of the illustrated embodiment of pusher box 1150. Control panel 1157 is positioned for an operator/controller to stand on step 1158 and be sheltered by protective shoring 1159 from any loose debris that may fall from above.

FIGURES 3C through 3G should be viewed together to understand features of the illustrated embodiment of pusher box 1150. Looking at FIGURES 3C, 3D, 3E and 3F together, pusher box 1150 provides rod connector 1160 on rod connector carriage 1190, extend and retract pistons 1191 and 1192 for extending and retracting rod connector carriage 1190, rotator mechanism 1162 for rotating rod connector 1160, and raise/lower mechanism 1170 for supporting a workpiece (such as liner pipe section 400 as described further below) at a desired elevation with respect to rod connector carriage ] 190 while rod connector carriage

1190 extends or retracts, and/or while rod connector 1160 rotates.

Referring to FIGURES 3C and 3D, the illustrated embodiment of pusher box 1150 provides rod connector 1160 with a hollow non-circular profile, which allows for greater torque when rotating a rod attached thereto (as further described below). Rod connector 1160 is attached to rod connector carriage 1190 via rotator mechanism 1162. Rotator mechanism 1162 is described in greater detail below with reference to FIGURES 3E and 3F. On FIGURES 3C and 3D, however, it will be seen that rod connector carriage 1190 moves within pusher box 1150 between an extended state on FIGURE 3C and a retracted state on FIGURE 3D.

FIGURES 3C and 3D depict extend pistons 1191 positioned between pusher box back plates 1196 and rod connector carriage 1190. It will be seen on FIGURES 3C and 3D that when extend pistons 1191 are extended, extend pistons 1191 push rod connector carriage 1190 away from back plates 1196, causing rod connector carriage 1190 to travel away from back plates 1196. It will be further understood that retract pistons 1192 retract while extend pistons

1191 extend. Pusher box 1190 thus moves into an extended state as illustrated on FIGURE 3C.

It will be further seen on FIGURES 3C and 3D that the converse occurs to move pusher box 1150 into a retracted state. FIGURES 3C and 3D depict retract pistons 1192 positioned between pusher box front plates 1197 and rod connector carriage 1190. When retract pistons

1192 are extended, retract pistons 1192 push rod connector carriage 1190 away from front plates 1197, causing rod connector carriage 1190 to travel away from front plates 1197. It will be further understood that extend pistons 1191 retract while retract pistons 1192 extend. Pusher box 1190 thus moves into an retracted state as illustrated on FIGURE 3D.

It will be appreciated that as deployed, embodiments of pusher box 1150 will be more likely to face demand for a heavier "extend" load and a lighter "retract" load. For this reason, the illustrated, embodiment of pusher box 1150 provides four (4) extend pistons 1191 and two (2) retract pistons 1192, although the scope of this disclosure is not limited in either of these regards.

The embodiment of pusher box 1150 illustrated, on FIGURE 3C also shows front plate ieinforcement 1193 provided on front plates 1197. Although not specifically illustrated, it will also be understood that similar reinforcement is advantageously provided on back plates 1196. Such reinforcement gives front and back plates 1197 and 1196 additional rigidity in order to deter front and back plates 1197 and 1196 from bending in response to extension of retract and extend pistons 1192 and 1191 under operational loads.

With reference to FIGURE 3C and then FIGURE 3B, it will be noted that front horizontal stabilizer plate 11 S6A on FIGURE 3B has been omitted from FIGURE 3C to enable the internals of the illustrated embodiment of pusher box 11 SO to be viewed. FIGURE 3C depicts front horizontal stabilizer pistons 1146A, which will be understood to actuate horizontal motion of front horizontal stabilizer plate 1156A depicted on FIGURE 3B.

FIGURES 3D, 3E and 3F further show raise/lower mechanism 1170 deployed under the travel of rod connector carriage 1190. As noted above, raise/lower mechanism 1170 is configured to support a workpiece (such as liner pipe section 400 as described further below) at a desired elevation with respect to rod connector carriage 1190 while rod connector carriage 1190 extends or retracts, and/or while rod connector 1160 rotates, hi the illustrated embodiment of pusher box 1 ISO on FIGURES 3D, 3E and 3F, raise/lower mechanism 1170 is preferably a cradle arrangement that may be hydiaulically raised and lowered from underneath via a scissors mechanism.

As noted above, FIGURES 3C and 3D show rod connector 1160 is attached to rod connector carriage 1190 via rotator mechanism 1162. FIGURES 3E and 3F illustrate two alternative embodiments of rotator mechanism 1162. On the embodiment of FIGURE 3E. opposing rotator mechanism pistons 1195 cooperatively extend and retract above/below rod connector 1160. In this way, opposing 180-degree directions of rotation combine to provide 360-degree absolute positioning for rod connector 1160. On the embodiment of FIGURE 3F, rotator mechanism motor 1199 rotates rod connector 1160. Rotator mechanism motor 1199 may be any suitable motor, such as hydraulic or electric, and the scope of this disclosure is not limited in mis regard.

FIGURE 3G is a view of the illustrated embodiment of pusher box 11 SO in a partially extended state. In FIGURE 3G, pusher box 1 ISO is illustrated with an exemplary liner pipe section 400. FIGURE 3G depicts liner pipe section 400 supported from underneath on raise/lower mechanism 1170. In exemplary deployments according to mis disclosure, rod 410 and wireframe centering balls 420 would be provided inside liner pipe section 400 (see FIGURES 4A and 4B and associated disclosure below), but are omitted for clarity on FIGURE 3G. Rod 410 would be connected to rod connector 1160 in such exemplary deployments. It will thus be appreciated that travel of rod connector carriage 1190 between an extended and a retracted state as shown on FIGURE 3G will cause corresponding extension or retraction of liner pipe section 400 (or corresponding extension/retraction of any other workpiece to which rod connector 1160 may be attached via rods 410). Likewise, rotation of rotator mechanism 1162 will cause corresponding rotation of liner pipe section 400 (or corresponding rotation of any other workpiece to which rod connector 1160 may be attached via rods 410).

FIGURES 4A and 4B illustrate rod 410 in combination with wireframe centering balls 420. As also described elsewhere in this disclosure, rods 410 may be concatenated into a string thereof as rods 410 are inserted, preferably one at a time, into host, pipe H by pusher box 1150. Conversely, rods 410 may be disconnected from a string thereof as rods are retracted, preferably one at a time, out of host pipe H by pusher box 1 ISO. Rods 410 may be joined together end-to-end via any suitable hardware, such as bolts, pins or threaded connections, and this disclosure is not liinited in this regard. Likewise, rods 410 may be joined to rod connector 1160 on pusher box 1150 by any suitable hardware.

Wireframe centering balls 420 provide stability to concatenated slxings of rods 410, especially when such strings of rods 410 are under compressive load while being "pushed" by pusher box 1150. It will be understood that there may be some applications where wireframe centering balls 420 are not needed. However, preferred embodiments of the disclosed technology deploy rods 410 in conjunction, with wireframe centering balls 420. In embodiments of the disclosed technology described below in winch strings of rods 410 may be deployed to insert or retract tools into host pipe H (such as to make cuts in host pipe H or expand host pipe H), wireframe centering balls 420 stabilize such strings of rods 410 directly against host pipe Ή. hi embodiments described below in in which strings of rods 410 are deployed to insert liner pipe sections 400 into host pipe H, preferred embodiments of the disclosed technology provide cartridges 405 of rods 410 and wireframe centering balls 420 within liner pipe sections 400 as illustrated on FIGURE 4B. Cartridges 405 are preferably made up offsite or away from the confined space in which the disclosed technology is deployed. However, the scope of this disclosure of the present application is not limited in this regard. Preferably, in each cartridge 405, the liner pipe section 400 is approximately the same length as one of the rods 410. Cartridge 405 may be assembled as follows: rod 410 is inserted into liner pipe section 400, and is centered and frictionally stabilized within liner pipe section 400 with wireframe centering balls 420 that are attached to rod 410 along rod 410's length. Wireframe centering balls 420 are sized and shaped to frictionally engage the internal surface of liner pipe section 400 so that liner pipe section 400 may be inserted into host pipe H by rod 410. In preferred embodiments, rods 410 are stabilized in each liner section 400 by two (2) wireframe centering bails 420, although the scope of this disclosure is not limited in this regard. FIGURE 4C iliuslrates capsule 430. In some embodiments described below, concatenated strings of capsules 430 may be temporarily inserted into host pipe H in order to stabilize host pipe H. Capsules 430 will be described below in more detail with reference to such embodiments in which they may be deployed.

ft will be understood that the scope of this disclosure is not limited to the wireframe construction of wireframe centering bails 420 and capsules 430 illustrated on FIGURES 4A and 4B. While wireframe construction is presently preferred, any suitable construction (including solid construction and/or from materials other than metal) is considered within the scope of this disclosure. However, embodiments of wireframe centering balls 420 and capsules 430 having wireframe construction provide an additional advantage of allowing water (or other fluid) flow therethrough. This aspect can be advantageous in deployments where groundwater, rainfall, snow melt or other fluid flow through host pipe H or liner pipe sections 400 must be accounted for, and in which a buildup of such fluid behind solid embodiments of wireframe centering balls 420 or capsules 430 would be disadvantageous.

Embodiments of methods for refurbishing an existing host pipe will now be described.

Generally stated, a first phase in presently preferred embodiments is to make a longitudinal cut in the host pipe. A second phase is an expansion phase, wherein the host pipe is expanded, preferably nondestructively, via separation of the longitudinal cut. A. third phase is to insert liner pipe sections into the expanded host pipe. In the disclosed technology for deployments in confined spaces, sections of liner pipe are concatenated end-to-end as they are inserted into the host pipe. In some embodiments, the expansion phase and the liner pipe section insertion phase may be combined. Once the liner pipe section insertion phase is complete, the host pipe and the liner pipe (in concatenated sections) typically form an annular space between them. A fourth phase of the presently preferred, embodiments is to grout the annular space.

FIGURES 5 and 5B illustrate two alternative embodiments of making a longitudinal cut LC in host pipe H. FIGURE 5 A illustrates a longitudinal cut LC being made in host pipe H by cutting machine 200. In the embodiment depicted on FIGURE 5 A, cutting machine 200 is a self-propelled cutting tool running on a track as described in the Prior Application (incorporated herein by reference). Cable 201 on FIGURE 5 A may be used to supply cutting machine 200 with power if cutting machine 200 is self-propelled. In other embodiments, cable 201 may also be used to pull cutting machine 200 along if cutting machine 200 is not self-propelled, or if cutting machine 200 is only partially self-propelled.

FIGURE SB illustrates an alternative embodiment in which cutting machine 200 is connected to concatenated rods 410 inserted and retracted by pusher box 1150. On FIGURE 5B, cutting machine 200 provides cutting machine rod connector 250, to which transitional rod 210 is attached. Transitional rod 210 is connected to a concatenated string of rods 410. Rods 410 preferably have wireframe centering balls 420 attached per the disclosure above associated with FIGURE 4A. It will be understood that the embodiments depicted on FIGURES 5A and 5B and in the Prior Application are exemplary, and that the scope of this disclosure is not limited as to specific cutting tools or methods with which longitudinal cut LC is made in host pipe H. For example, alternative embodiments may make longitudinal cut. LC starting at the near end of host pipe H to pusher box 1 ISO and traveling to the far end, such as are disclosed in U.S. Provisional Patent Application Serial No. 62/471,389, incorporated herein by reference.

Turning now to an expansion phase, FIGURES 6A and 6B depict one exemplary embodiment of an expander tool (or "expander") 300 that maybe used in embodiments of the disclosed technology. FIGURE 6A illustrates expander 300 in. a retracted state, with floating pad 301 in a "closed" position. Conversely, FIGURE 6B illustrates expander 300 in an extended state, with floating pad 301 shown in section in an "open" position. FIGURE 6B depicts expander 300 providing an expander rod connector 302 on each end. FIGURE 6B further depicts the internals of expander 300, in which longitudinally disposed expander pistons 303 A/B actuate rains 304A/B longitudinally away from each other. Rains 304A/B in turn displace first wedges 305A/B longitudinally against second wedges 306 A/B to create axial displacement of thrust pads 307 A/B. Thrust pads 307 A/B are connected to floating pad 301. It will thus be understood that floating pad 301 may be extended or retracted on expander 300 by hydraulically extending or retracting expand pistons 303A/B.

It will be understood that the scope of this disclosure is not limited to expander 300 as illustrated in FIGURES 6A and 6B. The embodiment of expander 300 on FIGURES 6A and 6B is comparatively light and has a comparatively small footprint, making it useful for deployments in small diameter host pipes. It is also highly reliable, having few moving parts. Other embodiments of an expander suitable for use in the disclosed technology are described in the Prior Application (incorporated herein by reference). It will be understood that the embodiments depicted on FIGURES 6A and 6B and in the Prior Application are exemplary, and that the scope of this disclosure is not limited as to specific expanders for expanding the host pipe.

FIGURES 6C through 6F are "freeze frame" views depicting a first exemplary embodiment of an expansion of host pipe H. On FIGURE 6C, expansion begins with pusher box 1 ISO inserting expander 300 all the way to the far end of host pipe H via concatenation of inserted rods 410. It will be appreciated that in the embodiment illustrated on FIGURES 6C though 6F, expansion of host pipe H is accomplished starting at the far end of host pipe H from pusher box 1 ISO, and then pulling expander 300 through sequential expansion stations towards pusher box 1 ISO. However, the scope of this disclosure is not limited in this regard, and in other embodiments, expansion may start at the near end of host pipe to pusher box 11 SO, such as is disclosed in U.S. Provisional Patent Application Serial. No. 62/471,389, incorporated herein by reference.

Referring again to FIGURE 6C, expander 300 provides expander rod connector 302, to which transitional rod 310 is attached. Transitional rod 310 is connected to a concatenated string of rods 410. Rods 410 preferably have wireframe centering balls 420 attached per the disclosure above associated with FIGURE 4A.

Referring now to FIGURE 6D, floating pad 301 on expander 300 is extended to expand host pipe H at a first expansion station at. the far end of host pipe H from pusher box 1 ISO. As will be described below in more detail with reference to FIGURES 7A through 7F, expansion of host pipe H preferably comprises extension and retraction of floating pad 301 at selected rotational positions about expander 300's longitudinal axis. Rotation, of expander 300 is accomplished using torque on rods 410 connected to expander 300, where such torque is delivered onto rods 410 by rotator mechanism 1162 on pusher box 1150 (refer to disclosure above associated with FIGURES 3E and 3F, for example). FIGURE 6D further shows that in some embodiments, the connection between transitional rod 310 and rods 410 may need to pivot to accommodate extension of floating pad 301 on expander 300.

FIGURE 6E illustrates expansion of host pipe H completed at a first expansion station at the far end of host pipe H from pusher box 1150, and expander 300 moved to a second expansion station by retraction of rods 410 by pusher box 1150. At this point, an expansion of host pipe Ή at the second expansion station will be undertaken. It will be understood that once expansion at the second expansion station is complete, expander 300 will be moved to a third expansion station by retraction of rods 410, and so on, until expansion of host pipe H is complete. FIGURE 6D shows expansion of host pipe H as being complete, with expander 300 awaiting removal while supported by raise/lower mechanism 1170 on pusher box 1150.

FIGURES 7A through 7F are a series of "freeze frame ¹ ' illustrations depicting expansion of host pipe H at an expansion station, such as illustrated, for example, on FIGURE 6D. FIGURES 7A though 7F will be understood to be end elevation views looking into the far end of host pipe H from pusher box 1150 on FIGURE 6D, for example, during expansion. FIGURE 7A depicts expander 300 sitting in host pipe H immediately before expansion begins. Longitudinal cut LC in host pipe H is shown in an unseparated state.

In FIGURE 7B, floating pad 301 on expander 300 extends to commence expansion of host pipe H. In FIGURE 7C, expander 300 and floating pad 301 engage host pipe H to expand in the direction of the arrows on FIGURES 7B and 7C. Host pipe H deforms in response, causing initial separation of longitudinal cut LC. In preferred embodiments, expansion of host pipe H is done non destructively to host pipe H. Likewise, separation of longitudinal cut LC is preferably non-elastic (i.e. plastic) separation.

Floating pad 301 is retracted between FIGURES 7C and 7D, and then expander 300 is partially rotated to a new rotational position about expander 300's longitudinal axis. It will be understood from disclosure above mat such rotation of expander 300 is responsive to torque delivered by rotator mechanism 1162 on pusher box 1150 and applied via rods 410 connected to expander rod connector 302. FIGURE 7D depicts expansion of host pipe H at a second rotational position. Longitudinal cut LC continues to separate. Floating pad 301 is retracted again between FIGURES 7D and 7E, and expander 300 is rotated to a third rotational position. FIGURE 7E depicts expansion of host pipe H at the third rotational position. Retraction, rotation and expansion continues wherein FIGURE 7F depicts expansion of host pipe H at a fourth rotational position, by which time host pipe H is substantially uniformly expanded and longitudinal cut LC is separated.

While the embodiments of FIGURES 7A through 7F disclose four rotational positions from which to expand host pipe H, the scope of this disclosure is not limited in this regard. It will be understood that users will customize expansion procedures to the needs of the application, taking into account variables such as, for example, amount of host pipe expansion and longinidinal cut separation desired, at each expansion station, or number of rotational positions from which to expand.

FIGURES 8A and 8B are '"freeze frame" views depicting a second exemplary embodiment of an expansion of host pipe H. The embodiment illustrated on FIGURES SA and 8B is similar to the embodiment illustrated on FIGURES 6C through 6F, except that capsules 430 are concatenated to follow expander 300 into expanded sections of host pipe H. Capsules 430 are illustrated and described above with reference to FIGURE 4C. It will be understood from FIGURE 8A that capsules 430 are attached to expander rod connector 302 via entry into (he far end of host pipe Ή from pusher box 1150. Capsules 430 are concatenated into a string thereof attached to expander rod connector 302 as expander 300 moves towards pusher box 1150 (responsive to pusher box retracting rods 410). Once expander 300 has completed expansion of host pipe 300 at a first expansion station, a first capsule 430 is attached to expander 300 via connection with expander rod connector 302. As expander 300 moves towards pusher box 1150 and a second expansion station, additional capsules 430 are concatenated into a string thereof via continued entry into the far end of host pipe H. Capsules 430 may be joined together end-to-end via any suitable hardware, such as bolts, pins or threaded connections, and this disclosure is not limited in this regard. Likewise, capsules 430 may be joined to expander rod connector 302 by any suitable hardware.

FIGURE 8B illustrates completion of expansion of host pipe H with a concatenated string of capsules 430 temporarily resident in the expanded host pipe H. It will be understood that the embodiment of FIGURES 8A and 8B is advantageous in deployments where the expanded host pipe H is unstable, or when collapse of expanded host pipe H is a concern. The embodiment of FIGURES 8A and 8B is advantageous when, for example, host pipe H is highly corroded and/or brittle, or the earthwork surrounding host pipe H is unstable. In such environments, capsules 430 provide additional temporary support to expanded host pipe Ή until a liner pipe can be introduced.

The embodiment of FIGURES 8A and SB is further advantageous in deployments where expansion efforts are proving difficult to achieve non-elastic expansion and separation. That is, in deployments where host pipe H tends to return elastically to its unexpended condition despite expansion efforts, insertion of a liner pipe in such deployments might prove difficult where the liner pipe has a comparable diameter to the original, unexpended host pipe. The introduction of capsules 430 in such deployments, such as in the embodiment illustrated on FIGURES 8A and 8B, temporarily assists maintaining expanded host pipe H at its expanded diameter until a liner pipe can be introduced.

Although not illustrated in this disclosure, deployment of capsules 430 during the cutting phase may also be useful in some embodiments where the host pipe is particularly unstable after a longitudinal cut is made (per FIGURES 5A and 5B above with associated description). With momentary reference to FIGURES 5B and 8A/8B together, a string of capsules 430 may be deployed in host pipe H behind cutting machine 200 during the cutting phase in the manner described on FIGURES 8A/8B with reference to expander 300.

FIGURE 9 illustrates the interoperation of steel head 435 and cartridge 405 as deployed in embodiments of the disclosed technology for inserting concatenated liner pipe section 400 into an expanded host pipe H. It will be recalled from, disclosure above associated with FIGURE 4B that cartridge 405 comprises rod 410 inserted into liner pipe section 400, wherein rod 410 is centered and frictionally stabilized within liner pipe section 400 with wireframe centering balls 420. Wireframe centering balls 420 are attached to rod 410 along rod 410's length. Wireframe centering balls 420 are sized and shaped to frictionally engage the internal surface of liner pipe section 400 so that liner pipe section 400 maybe inserted into host pipe H by rod 410. FIGURE 9 illustrates an initial cartridge 405 for insertion into host pipe H, to which steel head 435 is attached at the leading end. In greater detail, steel head 435 is attached to rod(s) 410 inside initial liner pipe section 400, so that when, pusher box 1150 (not illustrated on FIGURE 9) inserts initial cartridge 405 into host pipe H by connection to rods 410, steel head 430 will be driven into host pipe H by rods 410.

Liner section 400 on FIGURE 9 is also preferably connected to the periphery of steel head 430. In this way, as rods 410 drive steel head 435 into host pipe H, liner pipe sections 400 will then be dragged along by steel head 435. With further reference to the embodiment illustrated on FIGURE 8, steel head 435 advantageously has a dead weight and is contcally shaped. Steel head 435 thus promotes smooth insertion of an entire concatenated string of rods 410/liner pipe sections 400 into the host pipe H. In particular, steel head 435 protects the leading edge of the first liner pipe section 400 from snagging against corrugations and minor peripheral obstructions in the interior of host pipe H.

Although not specifically illustrated, one embodiment of steel head 435 advantageously provides an internal vibrator. Another embodiment of steel head 435 (also not illustrated) provides an internal jar or impact hammer, preferably driven hydiaulically or pneumatically. The vibrator or impact hammer vibrates or jolts steel head 435 (and at least the leading rods 410/liner pipe sections 400 attached to steel head 435) against the host pipe H interior as they are inserted into the host pipe H, thereby encouraging movement of the string in the face of frictional drag against the interior of host pipe H. In other embodiments (also not illustrated), the vibrator or impact hammer could be provided in pusher box 1150.

FIGURES 10A through 10E are "freeze frame" views depicting a first exemplary embodiment of insertion of concatenated liner pipe sections 400 into an expanded host pipe H. When insertion is complete, a concatenated string of liner pipe sections 400 is left resident in host pipe H and forms a continuous liner pipe. Liner pipe sections 400 may be made of any suitable liner pipe material, such as, without limitation, galvanized metal, alummized steel, asphalt coated steel plastic, ceramic or a fiber reinforced resin compound. Similarly, liner pipe sections 400 may be corrugated or smooth. Liner pipe sections 400 for any given deployment may also be uniform in construction or hybrid. The scope of this disclosure is not limited in any of these regards. Referring first to FIGURE 10A, pusher box 1150 is insetting an initial liner pipe section 400 into host pipe H. Throughout FIGURES I0A through 10E, it will be understood that liner pipes 400 are preferably inserted in the form of cartridges 405 as illustrated and described above with reference to FIGURE 4B, in which liner pipe sections 400 are deployed with rods 410 and wireframe centering balls 420 assembled inside. It will be also seen and understood on FIGURE 10A that initial liner pipe section 400 (and rods 410 inside liner pipe section 400, hidden from view) are connected to steel head 435 in the manner described above is in association with FIGURE 9.

With continuing reference to FIGURE I OA, rod connector 1160 on pusher box 1150 will be understood to be connected to rods 410 inside liner pipe section 400. Pusher box 1150 inserts steel head 435 and initial liner pipe section 400 into host pipe Ή as pusher box 1150 is actuated towards its extended state. Raise/lower mechanism 1170 on pusher box 1150 is set to a suitable height to facilitate entry of steel head 435 and initial, liner pipe section 400 into host pipe H.

FIIGURE 10B depicts where a second liner pipe section 400 has been concatenated to the initial liner pipe section 400. Pusher box 1150 is shown in its fully retracted state It will be understood that between FIGURES 1 OA and 10B, pusher box 1150 was actuated to its fully extended state, whereupon rod connector 1160 was disconnected from rods 410 inside the initial liner pipe section 400. Pusher box 1150 was then retracted to its fully retracted state. A second cartridge 405 was then deployed on raise/lower mechanism 1170. The rods 410 in the second cartridge 405 were then connected to the rod connector 1160 at one end, and to the rods 410 inside the initial liner pipe section 400 at the other end (rod connections hidden from view on FIGURE 10B).

FIGURE 10B also illustrates the two illustrated liner pipe sections 400 joined together. FIGURE 17 illustrates one embodiment of such joint in greater detail. In the exemplary embodiment illustrated on FIGURE 17, initial and second liner pipe sections 400 are connected with a connector clamp 450 secured by bolts 455. In other embodiments, not illustrated, initial and second liner pipe sections 400 may alternatively be connected via rivets in drilled holes, or via adhesive, or via tack welds once a connection is made using temporary flanges. The scope of this disclosure is not lirnited in this regaid.

FIGURE 10C and FIGURE 18 illustrate a further exemplary embodiment of joining two liner pipe sections 400 together, in which liner pipe sections 400 are threaded together via threaded connection 460. FIGURE10C illustrates rods 410 and wireframe centering balls 420 inside liner pipe sections 400. In the embodiment illustrated on FIGURE 10C, rods 410 inside second liner pipe section 400 are initially only connected to rod connector 1160 on pusher box 1150. Torque T is then delivered to second liner pipe section 400 via rotation of rods 410 inside second liner pipe section by rotator mechanism 1162 on pusher box 1150. Rotation of rods 410 causes corresponding rotation of second liner pipe 400 via fhctional contact of wireframe centering balls 420 against the inside surface of second liner pipe section 400. (Note that rotator mechanism 1162 is not illustrated on pusher box 1150 on FIGURE IOC. Refer to FIGURES 3E and 3F above, with associated disclosure, for a discussion of the operation of embodiments of rotator mechanism 1162). Torque T as shown on FIGURE10C causes rotation of second liner pipe section 400 at threaded connection 460 (on FIGURE 18), which in turn enables initial and second liner pipe sections 400 to be threaded together. In some embodiments, the threading together of initial and second liner pipe sections 400 will take about 2 - 6 revolutions of second liner pipe section 400 at threaded connection 460, although the scope if this disclosure is not limited in this regard. Once threaded connection 460 is made, rods 410 on initial liner pipe section 400 may then be connected to rods 410 on second liner pipe section.

Referring now to the exemplary embodiments illustrated on both FIGURES 10B and 10C, pusher box 1150 may be actuated towards its extended state once initial and second liner pipe sections 400 are joined together and rods 410 are connected throughout. Actuation towards pusher box 1150's extended state will cause insertion of initial and second liner pipe sections 400 (as attached to steel head 435) further into host pipe H.

Comparing FIGURES 10B and 10C to FIGURE 10D, pusher box 1150 has moved to its fully extended state, rods 410 in second liner pipe section 400 have been disconnected from rod connector 1160 on pusher box 1150, pusher box 1150 has been retracted to its fully retracted state, and a third cartridge 405 has been deployed on raise/lower mechanism 1170. The sequence of operations described above with reference to FIGURE 10B is now repeated with respect to FIGURE 10D, in which rods 410 and liner pipe sections 400 are connected/joined, liner pipe sections 400 are inserted further into host pipe Ή via actuation of pusher box 1150 towards its fully extended state, rods 410 are disconnected from rod connector 1160, pusher box 1150 is retracted to its fully retracted state, and another cartridge 405 is introduced to pusher box 1150.

FIGURE 10E illustrates completion of liner insertion operations, in which a concatenated string of liner pipe sections 400 are joined together to form a continuous liner pipe inside host pipe H. FIGURE 10E shows steel head 435 being disconnected and removed from a far end of host pipe H. Although not specifically illustrated, it will be understood that rods 410 inside liner pipe sections 400 are now retracted with wireframe centering balls 420 attached. Retraction of rods 410 is essentially the reverse operation to the insertion operation described immediately above with reference to FIGURES 10B and 10D. Rod connector 1160 on pusher box 1150 is connected to rods 410 in a fully extended state. Pusher box 1 ISO is then retracted to its fully retracted state, which causes rods 410 to be withdi^wn/retracted out of liner pipe section 400 while leaving liner pipe sections 400 resident inside host pipe H. In preferred embodiments, the dead weight of the fully concatenated string of liner pipe sections 400, plus its frictional resistance from contact with host pipe H along its entire length, will be sufficient to enable pusher box 1150 to withdraw rods 410 (with wireframe centering balls 420 attached) from liner pipe sections 400 while leaving liner pipe sections 400 resident in host pipe H. Alternatively, steel head 435 may be left attached to liner pipe sections 400 while rods 410 are withdrawn. Once pusher box 1150 teaches a fully retracted state, a first section of rods 410 (with wireframe centering balls 420 attached) may be disconnected from rod connector 1160 on pusher box 1150 at one end, and from the concatenated string of rods 410 still inside the liner pipe at the other end. Pusher box 1150 is then actuated to its My extended state. Rod connector 1160 is then connected to a second section of rods 410 ready for a second retraction of rods 410. The process is continued until the entire siring of rods 410 (with wireframe centering balls 420 attached) is retracted section by section and removed.

FIGURES 11 A through 1 IE are "freeze frame" views depicting a second exemplary embodiment of insertion of concatenated liner pipe sections 400 into an expanded host pipe H. Generally speaking, the embodiment of FIGURES 11A through 1 IE is similar to the embodiment of FIGURE 9 and FIGURES 10A, 10B, 10D and 10E. However, the embodiment of FIGURES 11 A through 1 IE depicts insertion of liner pipe sections 400 in deployments when capsules 430 have been left temporarily resident in host pipe H (per the disclosure above associated with FIGURES 8A and 8B).

FIGURE 11 A is similar to FIGURE 9. Capsule 405 (including rods 410 and wireframe centering balls 420 assembled inside liner pipe section 400) is shown on FIGURE 11A connected to steel head 435 in the manner described above with reference to FIGURE 9. Steel head 435 on FIGURE 11 A may optionally provide a vibrator or impact hammer (not illustrated) as also described above with reference to FIGURE 9. FIGURE 11A shows capsules 435 previously deployed in host pipe H per FIGURES 8A and 8B above and associated description.

FIGURES 1 IB through 1 IE are similar to FIGURES 10A, 10B, 10C and 10D. Liner pipe section 400 on FIGURES 1 IB through 1 IE is being inserted into host pipe H in the maimer described above with FIGURES 10A, 10B, 10C and 10D. It will be appreciated on FIGURES I IB through 11D, however, that steel head 435 shunts capsules 435 out of the far end of host pipe H as liner pipe sections 400 are inserted into host pipe H. It will be understood in the embodiment illustrated on FIGURES 11 A through 11E that, although not specifically illustrated, retraction of rods 410 (with wireframe centering bails 420 attached) from liner pipe sections 400 is per the description above associated with FIGURE 10E.

FIGURES iOE and 11A depict an annular space AS formed between liner pipe sections 400 and the host pipe H once the fully concatenated liner pipe is inserted and resident inside host pipe H. FIGURE 12 illustrates a section through liner pipe sections 400 resident inside host pipe H per FIGURES 10E and 11E. FIGURE 12 shows annular space AS and longitudinal cut LC (with longitudinal cut LC separated per the description above associated with FIGURES 7A through 7F).

FIGURES 13 and 15 illustrate grouting of the annular space AS. Grouting may be accomplished by any suitable protocol. FIGURES 13 and 15 illustrate one example of a suitable grouting protocol using specially developed inflatable bulkheads 500, illustrated on FIGURES 14 and 16, customized to dispense liquid grout into annular space AS, and then retain the grout while it cures. This disclosure is not limited, however, to the grout protocol illustrated and described with reference to FIGURES 13 and 15, or deploying the inflatable bulkheads illustrated and described with reference to FIGURES 14 and 16.

FIGURE 14 depicts inflatable bulkhead 500 comprising inflatable ring 530 inflated via inflation valve 510. Inflatable ring 530 may be made from conventional inflatable materials, such as rubber or rubber composites, and inflation valve 510 is conventional. Inflatable bulkhead 500 also includes at least one (on FIGURE 14, three) grout fittings 520. Grout fittings 520 pass through inflatable ring 530 and are conventionally sealed at their points of insertion through the wall of inflatable ring 530. Grout fittings 520 are adapted to allow liquid grout to pass through. They may be made of any conventional material such as brass, stainless steel, etc. Each grout fitting 520 has a connector on one end suitable for connection with a conventional liquid grout hose.

FIGURE 13 depicts grout G being injected into annular space AS. Preferably, annular space AS is completely filled with grout G. However, in some embodiments annular space AS may be at least partially filled with grout G. Inflatable bulkheads 500 are installed into annular space AS at either end of host pipe H, and thereby seal annular space AS at either end. Since inflatable bulkheads 500 are advantageously made of rubber (or a rubber-like material) and are inflatable, the same bulkhead may be used for several combinations of outside diameters of liner pipe 400 and corresponding expanded internal diameters of host pipe H. For the same reason, inflatable bulkheads 500 provide good seals of annular space AS at either end of host pipe H regardless of surface or shape irregularities at points of contact with inflatable bulkheads 500. Consistent with the disclosure immediately above with reference to FIGURE 14, liquid grout G is injected into annular space AS on FIGURE 13 through one inflatable bulkhead 500 via grout fittings 520. Inflatable bulkheads 500 retain grout G in annular space AS while grout G cures. Once grout G is cured, inflatable bulkheads 500 may be deflated and removed. At this point, the assembly of host pipe H, concatenated liner pipe sections 400 and grout G in annular space AS has a cross-section as shown on FIGURE 15.

It will be appreciated from FIGURE 13 that liquid grout G may be injected into annular space AS from either or both ends. If only injected from one end, the inflatable bulkhead 500 at the non-injection end may be a plain bulkhead without grout fittings 520, or else the grout fittings 520 at the non-injection end may be temporarily plugged.

FIGURE 16 is a cross-section as shown on FIGURE 13, and shows the operational interface between inflatable bulkhead 500 and liner pipe section 400/ host pipe H in more detail. Inflatable ring 530 is installed between, liner pipe section 400 and host pipe H and inflated via inflation valve 510. Grout fitting(s) 520 dispense grout into annular space AS between liner pipe section 400 and host pipe H.

Although not specifically illustrated on FIGURES 13 through 16, it may be advantageous to stabilize concatenated liner pipe sections 400 during grouting operations. In some embodiments, such stabilization may via stabilization measures such as filling concatenated liner pipe sections 400 with water or pressurizing with air while the grout cures, in order to prevent possible deformation or even collapse of the liner pipe under the weight or pressure of the liquid grouL Once cured, the grout deters differential settlement of the host pipe/liner pipe as a unitary grouted structure. Further, with reference to FIGURE 13, when fully pressurized, inflatable bulkheads 500 at either end provide strong temporary bulkheads that enable grout G to be delivered throughout annular space AS at pressure. As a result, grout G can fill all voids in annular space AS, including eroded voids that maybe present in the soil barrier. It will be further understood that the term "grouT as used in this disclosure is not intended to be limited to cement-based grout. The scope of this disclosure includes any suitable injectable grout, also including, without limitation, epoxy-based grouts.

Preferred embodiments described in this disclosure have referred throughout to an embodiment of pusher box 1150 as described in detail on FIGURES 3 A through 3G. It will be understood that the scope of this disclosure is not limited to such a pusher box embodiment Alternative pusher box embodiments are within the scope of this disclosure, for example as described in U.S. Provisional Patent Application Serial No. 62/471,389 incorporated herein by reference.

The scope of this disclosure also includes embodiments in which a host pipe expansion phase is combined with a liner pipe section insertion phase. In such embodiments, a longitudinal cut is made in the host pipe per the above disclosure. An oversized liner pipe is then, inserted into the host pipe by the pusher box, in sections, with a similarly oversized conically-shaped steel head attached to a leading end of the liner pipe sections per the above disclosure. The oversized steel head expands the host pipe via separation of the longitudinal cut as it is inserted into the host pipe, and the liner pipe sections form a concatenated string thereof immediately resident in the freshly-expanded host pipe. In such embodiments, an annular space may or may not form between the host pipe and the concatenated host pipe sections. Grouting may be performed if a suitable annular space forms.

Although the inventive material in mis disclosure has been described in detail along with some of its technical advantages, it will be understood that various changes, substitutions and alternations may be made to the described embodiments without departing from the broader spirit and scope of such inventive material as set forth in the appended claims.