In a tube eversion apparatus a first chamber in which the eversion pressure in developed is controllably sealed by a sphincter-type valve, the valve being in turn actuated by pressure developed in a preferably separately controllable and adjustable second chamber, another chamber preferably being provided above the sphincter-type valve for containing a supply of liquid and limiting turbulence from any escape of fluid past the sphincter-type valve, the other chamber also providing apparatus for supplying heated fluid to a lay-flat hose adapted to be pulled through the sphincter-type valve by the tube being exerted everted. Use of the improved apparatus involves appropriate modifications of the usual eversion process involving applying and controlling the everting pressure and the pressure exerted against the sphincter-type valve by the fluid in the second chamber.

Patent
   RE35944
Priority
Oct 05 1990
Filed
Nov 30 1994
Issued
Nov 03 1998
Expiry
Nov 03 2015
Assg.orig
Entity
Large
17
3
all paid
1. In connection with tube eversion apparatus comprising a housing having an open top and open bottom through which a tube to be everted can pass, said housing comprising first and second chambers communicating with one another by a passage defined at least in part by a flexible wall, through which page said tube is adapted to pass with said wall in engagement therewith, said housing comprising a third chamber with said flexible wall defining a surface thereof, said second chamber terminating in an outlet to which an end of said tube is adapted to be secured, thereby in effect to close the bottom of said second chamber, the method of tube eversion comprising (1) feeding the tube to be everted through said first chamber, passage and said second chamber and securing the leading edge of said tube to said outlet, (2) supplying fluid at in elevated pressure to said third chamber so as to press said flexible wall against said tube, thereby to substantially separate said first and second chambers, and (3) while retaining the fluid in said third chamber at an elevated pressure, supplying fluid to said second chamber at a sufficiently elevated pressure to act on said tube to evert it out from said apparatus while causing said tube to move axially along and past said flexible wall.
6. A method of everting a tube for inserting into an existing conduit to be lined, comprising:
feeding the tube to be everted into an eversion apparatus including a housing having first and second open ends and a passage therethrough defined at least in part by a flexible wall, through which passage the tube to be everted can pass;
said housing including a sphincter valve with a chamber defined by said flexible wall at said first end of said housing, and an eversion pressure chamber having an inlet and terminating in an outlet defined by said second end of said housing, to which an end of said tube is adapted to be secured, thereby closing said outlet of said eversion pressure chamber and said sphincter valve adapted to seal the inlet of said eversion pressure chamber;
securing the leading end of said tube to the outlet of the eversion pressure chamber,
supplying fluid under pressure to the chamber formed by the flexible wall of the sphincter valve to cause the flexible wall to engage said tube, sliding said tube through the sphincter valve to allow said tube to move through said eversion apparatus,
retaining the fluid at an elevated pressure so that said flexible wall is sealingly pressed against the tube sliding through the sphincter valve; and
providing eversion fluid under pressure to said eversion pressure chamber to cause the tube to evert from said apparatus while causing said tube to continue to move through said eversion apparatus.
2. In the method of claim 1, supplying to said chamber fluid at a sufficiently elevated pressure to retain said fluid in said second chamber substantially at its said elevated pressure.
3. In the method of claim 1, supplying fluid to said first chamber until the level of fluid therein stands at a predetermined position sufficient to retain said fluid pressure in said second chamber substantially at its said elevated pressure, and maintaining said fluid level in said first chamber substantially at said predetermined position while said tube passes through said first and second chambers and is everted out from said apparatus.
4. In the method of any of claims 1-3, attaching one end of a hose to the trailing end of said tube, continuing the eversion of said tube from said apparatus while substantially retaining said elevated pressure in said second chamber until said tube is fully everted, and then supplying fluid to said hose so that said fluid can pass through said hose and then act upon the interior of said everted tube.
5. The method of claim 4, in which means are exposed in said first chamber for providing a flow of fluid thereto, said means terminating in an end, the step of providing fluid to said hose comprising attaching the other end of said hose to said end of said fluid-providing means exposed in said first chamber.
7. The method of everting a tube of claim 6, wherein the fluid under pressure supplied to the chamber formed by the flexible wall is air. 8. The method of everting a tube of claim 6, wherein the fluid under pressure provided to the eversion pressure chamber is water. 9. The method of everting a tube of claim 7, wherein the fluid under pressure provided to the eversion pressure chamber is water. 10. The method of everting a tube of claim 6, wherein the pressure of the fluid supplied to the chamber formed by the flexible wall is higher than the pressure of the fluid provided to the eversion pressure chamber. 11. The method of everting a tube of claim 6, wherein the pressure in the chamber formed by the flexible wall is maintained independent of the pressure in the eversion pressure chamber.

This is a divisional of copending application Ser. No. 593,794 filed on Oct. 5, 1990 designated 2 provided with adjustable legs 4 for supporting the apparatus on the ground, a floor or any other supporting surface. Fixed to the supporting frame 2 is a first bottom wall 6 which is centrally apertured at 8 and which carries an upstanding cylinder 10. Carried by the bottom wall 6 is a cylindrical side wall 12 open at its top and defining therewithin a first chamber 14. A fluid inlet fitting 16 and a fluid outlet fitting 18 are provided adjacent the lower portion of the chamber 14, the fluid inlet fitting 16 communicating with a control valve 20 and a fluid connector 22, the outlet fitting 18 communicating with a fluid connector 24. A sight glass 26 communicates at 28 and 30 with the upper and lower portions of the chamber 14 so that the level of fluid in that chamber can be known.

Depending from the first bottom wall 6 is a second cylindrical wall 32 to which a second bottom wall 34 is connected, that second bottom will 34 being constructed of three segments 34A, 34B, 34C, with 34C being apertured at 36, and there carrying a downwardly depending cylindrical wall 38 which is open at its bottom end and which is provided with external ribs 40 adjacent that bottom end. A cylindrical wall 42 extends up from the second bottom wall 34B around the aperture 36. That wall 42, as well as the cylindrical wall 10, are preferably provided with ribs 44 on their exterior. Wall 38, permanently attached to 34C, is readily removable from 34B, thus facilitating the changing of diameter of wall 38 and therefore changing tube diameter.

A flexible wall 46 formed of a suitable flexible rubbery or plastic material and in tubular form is secured to and extends between cylindrical walls 10 and 42, being sealingly held in place on the exterior of the wall 42 and against the ribs 44 thereon by straps 48, the wall 46 extending up through the interior of the cylindrical wall 10 and being secured to the exterior thereof, sealingly pressed against the ribs 44 thereon by means of straps 50. The wall 46 may be formed of a sheet of polyvinyl chloride reinforced with nylon.

The space inside the wall 38 and the wall 42 defines a second chamber 52 and the space between the flexible wall 46, the cylindrical wall 10 and the side wall 32 defines a third chamber 34.

The wall 32 is provided with a fluid inlet 56 which communicates with a pressure adjusting means 60 and a joint 62 adapted to be connected to an external source of fluid under pressure. The wall 32 is also provided with an access fitting 64 which communicates with a pressure indicator 66. The wall 32 is also provided with yet another access fitting which communicates with an exhaust control valve 58 (FIG. 3).

A pipe 68 extends through the wall 12 adjacent its upper open end and, externally of the wall 12, communicates with a valved joint 70 having inlet fitting 72 and outlet fitting 74, the latter communicating with a connector 76 via a valve 78. The end of pipe inside chamber 14 defines a nipple 68a (see FIG. 5). The connector 76 connects to hose 80 which extends down to the wall 38 and there communicates with a connector 86 and an inlet opening through the wall 38. The wall 38 is provided with an outlet fitting 88 which communicates with a pressure indicator 90.

The apparatus of the present invention is desirably used for the eversion into a remote conduit such as an underground sewer pipe of a tube 92 which may comprise resin-impregnated felt which is designed to function, after the resin in the felt has been cured, as a lining for the sewer pipe or the like into which it has been introduced, substantially as described in the aforementioned Wood U.S. Pat. No. 4,064,211, but it will be understood that the apparatus of the present invention is not limited thereto, but has applicability in other lining systems. As here specifically disclosed by way of exemplification, once the tube 92 has been everted into position to line the sewer pipe or the like, heated fluid is provided inside the tube 92, that heated fluid serving to retain the liner firmly against the inside of the sewer pipe and the like and to provide the heat necessary to cause the resin to set. This fluid is provided through a lay-flat hose 94.

A preferred method of using the apparatus of the present invention so as to provide the pressure needed to evert the liner tube 92, but without having to employ a physical fluid head of appropriate magnitude, is as follows. Having reference first to FIG. 2, the tube 92 to be everted is fed down through the chambers 14 and 52 and its leading end 92 is cuffed back over the outer surface of the cylinder 38 and is there secured by straps 6, thus closing the lower end of the chamber 52. The valve 20 is opened as indicated in FIG. 2, and fluid such as water from a hydrant or other fluid source is fed through the inlet 16 into the chamber 14, that fluid, as its level in the chamber 14 rises, then spilling over the top of the flexible wall 46 into the chamber 52 and filling the latter, escape of water from the bottom of the chamber 52 being prevented by the cuffed back tube 92. The outlet 18 is connected to the suction end of a fluid pump which at this point in time is turned off, so that water cannot escape from the outlet 18. Fluid from the hydrant continues to be supplied until the water level in the chamber 14 reaches a desired height, such as is indicated at 96 in FIG. 3, at which time the valve 20 is closed.

Next, fluid under pressure is supplied via the connector 62 and pressure adjustment valve 60 and the inlet 56 to the chamber 54. This presses the wall 46 sealingly against a substantial length of the tube 92, thus separating the chambers 14 and 52. The pressure provided to the chamber 54 is preferably air pressure, and is selected so as to effectively substantially seal off the upper end of chamber 52 while permitting the tube 92 to slide therethrough.

Next, fluid under pressure, preferably water, is provided to the chamber 52 from an external pump, the suction end of which is in communication with the connector 24. The pump provides that fluid to connector 72, and the valve 70 is set so that said fluid passes through outlet 74, valve 78, connector 76, hose 80 and connector 86 into the now substantially sealed chamber 52. The fluid is there provided at the pressure needed to evert the tube 92. For example, in order to evert a tube 92 having in internal diameter of approximately 8 inches a water pressure of approximately 8 pounds per square inch gauge is needed. By providing a pressure within the chamber 54 only somewhat larger, perhaps by 1 pound per square inch, than the water pressure in chamber 52, the 8 pounds per square inch pressure within chamber 52 is contained and, as indicated in FIG. 3, by reason of that pressure the tube 92 is progressively everted and extended out from the apparatus of the present invention, the trailing portion of the tube 92 sliding through the sphincter-type valve defined by the wall 46. The pressure of the wall 46 on the tube 92 sliding therethrough exerts a braking force on the everting tube. Since the everting process is derived from the external pump, adjustment of valve 78 can provide for variation in the everting pressure. The everting pressure can be further controlled by varying the pressure in chamber 54 by means of pressure-adjusting means 60. Since the pump which provides the water under pressure for the chamber 2 gets its supply of water from the chamber 14 via outlet 18, during this eversion process the supply of water in the chamber 14 is maintained essentially constant by controlling the inflow of water from the hydrant through adjustment of the valve 20. Because of the relatively high pressure of the water in the chamber 52 some of it may escape between the wall 46 and the tube 92, but that escape will be inhibited by the water within the chamber 14.

After the eversion process has proceeded until the trailing end 92b of the tube 92 is close to the open top of the chamber 14, the leading end 94a of the lay-flat hose 94 is connected thereto by line 98, and the trailing end 94b of the lay-flat hose 94 is connected to the nipple 68a. Eversion then continues with the hose 94 sliding through the sphincter valve defined by the wall 46, until the eversion is complete (see FIG. 4). During the latter portion of that eversion, after the trailing end 92b of the tube 92 has moved through the wall 46 and into the chamber 52, the fluid pressure within the chamber 54 will as shown in FIG. 4, cause the wall 46 to sealingly engage the lay-flat hose 94, thus effectively closing the upper end of the chamber 52 but permitting the lay-flat hose 94 to slide therethrough. The sphincter valve pressure may be adjusted by the pressure adjusting means 60 to accommodate for physical differences between the tube 92 and the hose 94, if called for, in order to maintain the integrity of the fluid pressure developed in the chamber 54. When eversion is complete the lining tube 92 is within the sewer pipe or the like and is pressed against the interior of that pipe by the pressure of the everting water.

As indicated in FIG. 4, after eversion is complete the external pump provides heated fluid such as water and the valve 70 is adjusted so that the flow of that heated water is directed through the nipple 68a into the lay-flat hose 94, that heated water then escaping from the leading end 94a of the lay-flat hose 94 and circulating back through the length of the tube 92 into the chamber 52 and then out from the chamber 52, between the lay-flat hose 94 and the flexible wall 46, into the chamber 14, and out from the chamber 14 and the outlet 18 back to the pump. The pressure exerted on the sphincter valve may be adjusted to facilitate flow of the heated fluid through the sphincter valve if such adjustment is appropriate. This procedure continues for the period of time needed to cause the resin within the tube 92 to set. The pressure in the chamber 54 may be adjusted to provide for optimum functioning during this period, that being accomplished through adjustment of the valve control 60.

It should be noted that because the pressure within the chamber 54 can be varied independently of the eversion pressure produced within the chamber 52, not only can optimum effective sealing of the upper end of the chamber 52 be effected, but the pressure of the wall 46 on the tube 92 or lay-flat hose 94 can be adjusted to take into account the different sizes and surface characteristics of the tube 92 and hose 94 respectively, and also to function as a brake or as a start-and-stop control for eversion in conjunction with variations in water pressure. The eversion pressure developed in chamber 52 can be independently controlled relative to the sealing pressure developed in chamber 54. The preferred use of air to develop the pressure in chamber 54, whereas water is preferably used to develop the eversion pressure in chamber 52, gives rise to greater facility of control of the desired effect of the wall 46 on the tube 92 and/or hose 94 as the latter slides therethrough. Exhaust control valve 58 has been found to be particularly effective in taking care of transient conditions experienced during eversion since through actuation of the valve 58 one can instantaneously remove pressure from the chamber 54 and then quickly reestablish it, to in effect nudge the tube 92 along, which has proved to be helpful in many situations, such as if the tube 92 slows down or stops while the eversion is being carried out.

FIG. 6 shows an alternative embodiment in which the three-way valve 70 of the earlier described embodiment is replaced by a two-way valve 70a and the inlet following 72 is located between the valve 70a and opening valve 78. Cure is initiated by slowly opening valve 70 and slowly closing valve 78. During cure valve 70a is open and valve 73 is closed.

A typical embodiment of the present invention will be only approximately 6 feet tall, yet a fluid pressure suitable to effect eversion is produced, which pressure in the past has required a structure 23 feet tall. From this it will be appreciated that the structure of the present invention is physically superior to prior structures in which an actual 23-foot water head had to be produced, and makes the equipment usable in locations, such as indoors or where there are physical obstructions, where the eversion apparatus of the prior art could not be used.

The use of a flexible wall extending completely around the tube and/or lay-flat hose, thus functioning as sphincter valve, the pressure of which valve on the tube or hose is readily controllable and adjustable, preferably independently of the pressure developed to produce eversion, is an important factor in making this invention practical and in providing great flexibility in its use.

While but a single embodiment of the present invention has been here specifically disclosed, it will be apparent that many variations may be made therein, all within the spirit of the invention as defined in the following claims.

Driver, F. Thomas, Alexander, Joseph A., Buchanan, Lloyd G.

Patent Priority Assignee Title
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11674628, Aug 18 2017 Perma-Liner Industries, LLC Method, apparatus and system for lining conduits
6390795, Jun 21 2000 EMAGINEERED SOLUTIONS, INC Apparatus for everting a tube
6868870, Oct 30 2002 Warren Environmental & Coating, LLC Method of lining a pipeline using a calibration hose
7270150, Jun 14 2005 Warren Environmental & Coating, LLC Method of lining a pipeline
7476348, Mar 04 2005 EMAGINEERED SOLUTIONS, INC Liner installation in pipes
7845372, Mar 30 2007 LMK Technologies, LLC Bladderless pipeliner and method for using same
7988437, Feb 23 2010 Inliner Technologies, LLC Method and apparatus for installing flexible linings in underground pipes
8038913, Aug 17 2005 INA Acquisition Corp. Installation of cured in place liners with dual gland air inversion and steam cure apparatus
8465690, Jul 01 2010 PIPE LINING SUPPLY CORPORATION Fluid inversion liner apparatus
8591695, Mar 14 2008 Warren Environmental & Coating, LLC Method and composition for lining a pipe
9028642, Dec 27 2004 PURIS LLC Method, apparatus and system for lining conduits
9056425, Dec 27 2004 PURIS LLC Method, apparatus and system for lining conduits
9151417, Mar 14 2008 Warren Environmental & Coating, LLC Method and composition for lining a pipe
9851041, Mar 04 2015 Emagineered Solutions, Inc. Tubing everting apparatus, assemblies, and methods
RE43910, Mar 04 2005 Michels Corporation Liner installation in pipes
Patent Priority Assignee Title
4368091, Dec 29 1978 ASHIMORI INDUSTRY CO , LTD Method for providing the inner surface of a pipe with a flexible tubular lining material through a liquid resin under pressure
4385885, Mar 07 1980 INSITUFORM NETHERLANDS B V Lining of passageways
4685983, Aug 28 1984 INSITUFORM NETHERLANDS B V ; INSITUFORM NORTH AMERICA CORP A TENNESSEE CORPORATION Method and apparatus for the installation of a liner within a conduit
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Nov 30 1994Insituform (Netherlands) B.V.(assignment on the face of the patent)
Aug 31 2008INSITUFORM NETHERLANDS B V INA Acquisition CorpASSIGNMENT OF ASSIGNORS INTEREST SEE DOCUMENT FOR DETAILS 0217090834 pdf
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