Composite wrap repair of internal defects
View Patent ↗A system and method for repairing and reinforcing a pipeline includes a pair of opposing composite wrap bands that are located on the external surface of the pipeline and positioned a predetermined horizontal distance from a defect area. A composite wrap is then applied over the bands to create a bridge that spans the bands and forms a cavity above the defect area. The bridge eliminates the need to clean the surface of the pipeline directly over the defect area. A second pair of bands located on the external surface of the bridge provides structural support. An actuator within the bridge monitors the pressure within the cavity and activates upon the presence of internal pressure, indicating a through-wall defect has occurred. A fitting may also be inserted into the bridge in order to pressurize the cavity and test the repair.
1. For use in monitoring, repairing or reinforcing a pipeline, a system comprising:
a first pair of composite wrap bands;
a second pair of bands; and
a composite wrap bridge;
each band in said first pair of composite wrap bands being located on an external surface of a portion of a pipeline section;
said composite wrap bridge spanning at least said first pair of composite wrap bands to form a cavity defined by an internal surface of said bridge and an external surface of said external surface of said portion of said pipeline section lying between said first pair of composite bands;
each band in said second pair of bands being located on an exterior surface of a portion of said bridge.
2. A system according to claim 1 further comprising a portion of at least one band in said second pair of bands being a composite wrap band.
3. A system according to claim 1 further comprising an actuator located within said bridge and in communication with said cavity.
4. A system according to claim 1 further comprising a fitting located within said bridge and in communication with said cavity.
5. A system according to claim 4 further comprising said cavity being pressurized to a percentage of an interior pipeline pressure.
6. A system according to claim 1 further comprising said cavity being effective for containing a pressurized pipeline product entering into said cavity.
7. A system according to claim 1 further comprising a portion of said bridge having a predetermined thickness “t” effective for containing a pressurized fluid located within said cavity.
8. A system according to claim 1 further comprising each band in said first pair of composite wrap bands having a predetermined height “h 1 ” and width “w 1 ” effective for supporting said bridge.
9. A system according to claim 1 further comprising each band in said second pair of bands having a predetermined height “h 2 ” and width “w 1 ” effective for providing structural support to said bridge.
10. A system according to claim 1 further comprising at least one band in said first pair of composite wrap bands being located a predetermined horizontal distance “d 1 ” from at least one of a defect area and a potential defect area of the pipeline section.
11. A system according to claim 1 further comprising said pipeline section being selected from the group consisting of a straight pipeline section and a curvilinear pipeline section.
12. A system according to claim 1 , the composite wrap comprising a fiber material and a polymer matrix, said fiber material being selected from the group consisting of carbon, glass, aramid, and a mixture thereof, said polymer matrix being selected from the group consisting of epoxy, polyurethane, vinylester, polyurea, and cyanate ester.
13. A system according to claim 1 , the composite wrap being selected from the group consisting of a pre-impregnated composite wrap and a pre-cured coil wrap.
14. A method of reinforcing a pipeline section using a composite wrap, the method comprising the steps of:
building-up a first pair of opposing bands on an external surface of the pipeline section,
applying a composite wrap that spans the first pair of opposing bands and forms a bridge over an area of the pipeline section located between the first pair of opposing bands;
building-up a second pair of opposing bands on an external surface of the bridge; and
allowing the bridge to cure.
15. A method according to claim 14 further comprising monitoring a pressure within a cavity defined by said first pair of bands and an internal surface of the bridge and an external surface of the pipeline section lying between the first pair of bands.
16. A method according to claim 14 further comprising the step of monitoring including an actuator located within the bridge.
17. A method according to claim 14 further comprising the step of pressure testing a completed repair.
18. A method according to claim 17 further comprising the step of pressure testing including a fitting located within the bridge.
19. A method according to claim 17 further comprising the step of pressure testing including a pressure that is a predetermined percentage of an internal pipeline pressure.
20. A method according to claim 14 , the composite wrap comprising a fiber material and a polymer matrix, said fiber material being selected from the group consisting of carbon, glass, aramid, and a mixture thereof, said polymer matrix being selected from the group consisting of epoxy, polyurethane, vinylester, polyurea, and cyanate ester.
21. A method according to claim 14 , the composite wrap being selected from the group consisting of a pre-impregnated composite wrap and a pre-cured coil wrap.
22. A method according to claim 14 , the second pair of opposing bands being offset horizontally from the first pair of opposing bands.
23. A system according to claim 1 further comprising at least one of said each band in said second pair of bands being offset a predetermined horizontal distance “d 2 ” from at least one of said each band in said first pair of composite wrap bands.