Protrusion patch, method of installation and use, and measurement of quality

1. A patch for use with the installation of a cured-in-place structural liner in a conduit with a protrusion, comprising at least one piece of flexible material impregnated with epoxy, the patch having a hole pierced through, said hole closely matching the diameter of the protrusion.

2. The patch of claim 1 where the at least one piece of flexible material is made from felt, polyurethane, polyethylene, polyester, glass fiber, a carbonaceous fiber, or a blend of these materials.

3. The patch of claim 1 where the at least one piece of material is made from the same material as the liner.

4. The patch of claim 1 where there are at least two pieces of flexible material and the at least two pieces of flexible material are stacked and have an equal or decreasing diameter of the layers moving down the service, thus forming a pyramidal shape.

5. The patch of claim 4 where at least one edge of at least one of the flexible pieces of material is tapered.

6. A method for rehabilitating a conduit having at least one service connected into the conduit and protruding into the conduit, comprising:

providing a patch comprising at least one piece of a first flexible material impregnated with a first epoxy, the patch having a hole pierced through, said hole closely matching the diameter of the service protruding into the conduit;

installing the patch onto the service protruding into the conduit to form a ring around the conduit; and

installing a cured-in-place structural liner.

7. The method of claim 6 further comprising a step between the step of installing the patch onto the service protruding into the conduit and the step of installing a cured-in-place structural liner of:

checking the quality of the installation of the patch onto the service protruding into the conduit.

8. The method of claim 6 , where the service has threads on the portion of the service protruding into the conduit and the method further comprises: a step before the installation of the patch onto the service of counting the length of threads on the portion of the service protruding into the conduit and a step after the installation of the patch onto the service of counting the length of threads on the portion of the service protruding into the conduit engaged by the patch.

9. The method of claim 6 further comprising, before the step of installing a cured-in-place structural liner, the step of:

providing a liner for covering the inner surface of the tubular conduit, the liner being made of a second flexible material capable of being impregnated with a second curable epoxy and having a film made of a material impermeable to liquid bonded onto the inner surface of the liner, where the first flexible material and the second flexible material are the same material.

10. The method of claim 9 comprising the additional steps of:

the liner being pulled through the conduit;

the liner being inflated, and shaped to conform to the inner surface of the conduit;

curing the first epoxy and the second epoxy;

opening the liner; and

opening the service.

11. The method of claim 6 where the step of installing the patch onto the service protruding into the conduit comprises:

aligning the hole in the patch with the service;

rotating the patch onto the service.

12. The method of claim 11 where the service has threads on the portion of the service protruding into the conduit, and the step of rotating the patch onto the service comprises rotating the patch onto the service so the at least one piece of a first flexible material engages the threads of the service.

13. The method of claim 12 further comprising the step of: pushing the patch against the inner surface of the conduit.

14. The method of claim 6 where the service has threads on the portion of the service protruding into the conduit and the step of installing the patch onto the service protruding into the conduit comprises:

aligning the hole in the patch with the service;

pushing the patch onto the service so the at least one piece of a first flexible material engages the threads of the service.

15. The method of claim 14 further comprising the step of: pushing the patch against the inner surface of the conduit.

16. The patch of claim 1 , where said hole is slightly less in diameter than the diameter of the protrusion.

17. A patch for use with the installation of a cured-in-place structural liner in a conduit with a protrusion with an external thread, comprising at least one piece of flexible material impregnated with epoxy, the patch having a hole pierced through, the diameter of said hole being sized between the major diameter and the minor diameter of the thread.

18. A patch for use with the installation of a cured-in-place structural liner in a conduit with a protrusion with an external thread, comprising at least one piece of flexible material impregnated with epoxy, the patch having a hole pierced through, the diameter of said hole being sized so the flexible material engages with the thread when the patch is rotated onto the thread.

19. The method of claim 6 , where there are at least two pieces of flexible material and the at least two pieces of flexible material are stacked and have an equal or decreasing diameter of the layers moving down the service, thus forming a pyramidal shape.

20. The patch of claim 17 , where there are at least two pieces of flexible material and the at least two pieces of flexible material are stacked and have an equal or decreasing diameter of the layers moving down the protrusion, thus forming a pyramidal shape.

21. The patch of claim 18 , where there are at least two pieces of flexible material and the at least two pieces of flexible material are stacked and have an equal or decreasing diameter of the layers moving down the protrusion, thus forming a pyramidal shape.