IP Library Granted Patent US 9,057,473
Granted Patent B2
US 9,057,473 · App. 13/587,690 · Granted Jun 16, 2015

Pipe restraining repair method and structure for piping structures using composites

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Quick Facts
Patent No.
US 9,057,473
App. No.
13/587,690
Granted
Jun 16, 2015
Kind
B2
Abstract

Disclosed is a pipe reinforcement structure and method for repairing or reinforcing a pipe, pipeline or other tubular member containing one or more cracks or joints on its outer circumferential surface comprising the steps of: identifying a pipe repair zone along a longitudinal section of the outer surface of the tubular member where cracks or joints are located; installing one or more compression straps around the outer circumferential surface of the tubular member in the pipe repair zone, the one or more compression straps comprising outer edges and being secured in place with a buckle; optionally applying a high compression putty over the edges of the straps and buckles and in the cracks; applying a corrosion resistant coating over the installed compression straps and tubular member surface in the pipe repair zone; and applying a composite wrap material over the applied corrosion resistant coating in the pipe repair zone.

Claims (40)

1. A method for repairing or reinforcing a pipe, pipeline or other tubular member, the tubular member having an outer substantially circumferential surface and an outer wall having a wall strength, the tubular member containing one or more cracks on its outer circumferential surface, the one or more cracks comprising opposed leading edges and a crevice therebetween extending into the outer wall, the method comprising the following steps:

a. identifying a pipe repair zone along a longitudinal section of the outer surface of the tubular member where one or more of the one or more cracks are located;

b. installing one or more compression straps around the outer circumferential surface of the tubular member in the pipe repair zone, the one or more compression straps comprising outer edges and being secured in place with a buckle;

c. applying a corrosion resistant coating over the installed compression straps and tubular member surface in the pipe repair zone; and

d. applying a composite wrap material over the applied corrosion resistant coating in the pipe repair zone.

2. The method of claim 1 further comprising the initial step of preparing the surface of the tubular member in the pipe repair zone by one or more of the following surface preparation techniques: high-pressure water jetting (with or without abrasives), dry abrasive blast, disk grinding, needle guns, wire wheel, sanding, application of a primer, or application of a corrosion resistant layer.

3. The method of claim 1 wherein at least one compressive strap is installed directly over at least one of the one or more cracks.

4. The method of claim 1 wherein at least one of the one or more compression straps is located over the crevice of one of the one or more cracks.

5. The method of claim 1 wherein the pipe repair zone extends longitudinally beyond the opposed leading edges of the one or more cracks.

6. The method of claim 5 wherein at least three compression straps are installed in the pipe repair zone; a first compression strap being installed over the crevice of one of the one or more cracks; a second compression strap being installed proximate to one of the two opposed leading edges of said crack, but not over said crack; and a third compression strap being installed proximate to the other of the two opposed leading edges of said crack, but not over said crack.

7. The method of claim 1 wherein the one or more compression straps are made of a material having a yield strength matched to the wall strength of the tubular member.

8. The method of claim 7 wherein the one or more compression straps are installed and tightened to their yield strength.

9. The method of claim 1 wherein the one or more compression straps and buckles are made of a material selected from the group consisting of: metals, stainless steel, 201 SS, 304 SS, 316 SS, 317L SS, alloys, galvanized carbon steel (including plastic coated), aramide fiber, such as Kevlar® fiber, nylon, polyester, carbon fibers, fiberglass, composite materials, nano-enhanced materials, and combinations thereof.

10. The method of claim 1 wherein the one or more compression straps and buckles are made of 201 SS having an average yield strength of between about 1500 lbs. and about 2250 lbs.

11. The method of claim 1 further comprising the step of applying a high compressive strength, curable putty or paste material around the edges of the one or more compressive straps, and around the buckles after the step of installing the one or more compression straps, and optionally, in and around the crevice of the one or more cracks.

12. The method of claim 11 wherein the putty or paste material has a compressive strength of greater than about 6000 psi.

13. The method of claim 11 wherein the putty or paste material has a compressive strength of between about 10,000 psi to about 20,000 psi.

14. The method of claim 1 wherein the one or more compressive straps are installed in a double wound wrapped fashion.

15. The method of claim 1 wherein at least one of the one or more compression straps is located over the crevice of one of the one or more cracks and further comprising the step of tightening said one or more compression strap to apply a compressive force sufficient to cause said crevice of said crack to close in whole or in part.

16. The method of claim 1 wherein the composite wrap material comprises a material selected from the group consisting of carbon fiber material, aramide fiber, fiberglass, nano-enhanced fibers, wound wire, polyester, nylon and other materials preferably having tensile strength of at least 30,000 psi, and combinations thereof.

17. The method of claim 1 further comprising the step of providing a kit containing the one or more compression straps and buckles, the corrosion coating material, the composite wrap material and a high compressive strength, curable putty or paste material.

18. A method for reinforcing one or more joints of a tubular member, the tubular member having an outer substantially circumferential surface, the method comprising the following steps:

a. identifying a pipe reinforcement zone along a longitudinal section of the outer surface of the tubular member where one or more of the joints are located;

b. installing one or more compression straps around the outer circumferential surface of the tubular member in the pipe reinforcement zone, the one or more compressions traps comprising outer edges and being secured in place with a buckle;

c. applying a corrosion resistant coating over the installed compression straps and tubular member surface in the pipe reinforcement zone; and

d. applying a composite wrap material over the applied corrosion resistant coating in the pipe reinforcement zone.

19. The method of claim 18 further comprising the step of applying a high compressive strength, curable putty or paste material around the edges of the one or more compressive straps, and around the buckles after the step of installing the one or more compression straps.

20. The method of claim 19 wherein the one or more joints on the tubular member are welded joints.

21. A reinforcement for a pipe, pipeline or other tubular member, the pipe having an outer substantially circumferential surface and an outer wall having a wall strength, the pipe containing one or more joints and/or cracks on its outer circumferential surface, the one or more cracks comprising opposed leading edges and a crevice therebetween extending into the outer wall, the pipe also defining one or more pipe reinforcement zones along one or more longitudinal sections of the outer surface of the pipe where one or more of the one or more joints and/or one or more cracks are located, the pipe reinforcement comprising:

a. one or more compression straps installed directly around the outer circumferential surface of the pipe in the one or more pipe reinforcement zones, the one or more compression straps comprising inner surfaces compressively contacting the pipe outer surface, outer edges, and being secured in place with a buckle to a desired compressive tension;

b. a corrosion resistant coating applied over the installed compression straps and pipe surface in the one or more pipe reinforcement zones; and

c. a high strength composite wrap material wrapped around the applied corrosion resistant coating in the one or more pipe reinforcement zones.

22. The pipe reinforcement of claim 21 wherein the one or more compression straps are made of a material having a yield strength matched to the wall strength of the pipe.

23. The pipe reinforcement of claim 21 wherein the one or more compression straps and buckles are made of a material selected from the group consisting of: metals, stainless steel, 201SS, 304 SS, 316 SS, 317L SS, alloys, galvanized carbon steel (including plastic coated), aramide fiber, such as Kevlar® fiber, nylon, polyester, carbon fibers, fiberglass, composite materials, nano-enhanced materials, and combinations thereof.

24. The pipe reinforcement of claim 21 wherein the one or more compressive straps are installed in a double wound wrapped fashion.

25. The pipe reinforcement of claim 21 further comprising a high compressive strength, curable putty or paste material applied around the edges of the one or more installed compressive straps, and around the buckles after the one or more compression straps are installed, and optionally, in and around the crevice of the one or more cracks.

26. The pipe reinforcement of claim 25 wherein the putty or paste material has a compressive strength of greater than about 6000 psi.

27. The pipe reinforcement of claim 25 wherein the putty or paste material has a compressive strength of between about 10,000 psi to about 20,000 psi.

28. The pipe reinforcement of claim 21 wherein the composite wrap material comprises a material selected from the group consisting of carbon fiber material, aramide fiber, fiberglass, nano-enhanced fibers, wound wire, polyester, nylon, and other materials preferably having tensile strength of at least 30,000 psi, and combinations thereof.

29. The pipe reinforcement of claim 21 further comprising a corrosion prevention layer between the pipe surface and the inner surfaces of the one or more compressive straps.

Assignments (11)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Mar 20, 2025
From: CSC OPERATING COMPANY, LLC
To: HENKEL AG & CO. KGAA
Reel/Frame 070575/0924 →
RELEASE OF SECURITY INTEREST Recorded Nov 21, 2023
From: ANTARES CAPITAL LP
To: ADVANCED VALVE TECHNOLOGIES, LLC; CSC OPERATING COMPANY, LLC; FYFEFRP, LLC; SPARTAN ACQUISITION LLC
Reel/Frame 065659/0151 →
RELEASE OF SECURITY INTEREST Recorded Nov 21, 2023
From: BAIN CAPITAL CREDIT, LP
To: ADVANCED VALVE TECHNOLOGIES, LLC; CSC OPERATING COMPANY, LLC; FYFEFRP, LLC; SPARTAN ACQUISITION LLC
Reel/Frame 065659/0615 →
SECURITY INTEREST Recorded Jul 12, 2022
From: CSC OPERATING COMPANY, LLC
To: ANTARES CAPITAL LP, AS AGENT
Reel/Frame 060481/0430 →
PATENT RELEASE AND REASSIGNMENT Recorded Mar 25, 2022
From: THE NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY
To: SPARTAN ACQUISITION, LLC (F/K/A MILLIKEN INFRASTRUCTURE SOLUTIONS, LLC)
Reel/Frame 059501/0839 →
SECURITY INTEREST Recorded Mar 25, 2022
From: ADVANCED VALVE TECHNOLOGIES, LLC; CSC OPERATING COMPANY, LLC; FYFEFRP, LLC; SPARTAN ACQUISITION LLC
To: BAIN CAPITAL CREDIT, LP, AS AGENT
Reel/Frame 059501/0880 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Mar 16, 2020
From: SPARTAN ACQUISITION LLC
To: CSC OPERATING COMPANY, LLC
Reel/Frame 052124/0308 →
CHANGE OF NAME Recorded Nov 20, 2019
From: MILLIKEN INFRASTRUCTURE SOLUTIONS, LLC
To: SPARTAN ACQUISITION LLC
Reel/Frame 051065/0626 →
SECURITY INTEREST Recorded Jun 20, 2019
From: MILLIKEN INFRASTRUCTURE SOLUTIONS, LLC
To: THE NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY
Reel/Frame 049542/0581 →
SECURITY INTEREST Recorded Jun 20, 2019
From: MILLIKEN INFRASTRUCTURE SOLUTIONS, LLC
To: ANTARES CAPITAL LP, AS AGENT
Reel/Frame 049532/0441 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Aug 29, 2014
From: PIPE WRAP, INC.
To: MILLIKEN INFRASTRUCTURE SOLUTIONS, LLC
Reel/Frame 033637/0001 →