IP Library › Granted Patent US 12,392,101
Granted Patent B2
US 12,392,101 · App. 18/200,752 · Granted Aug 19, 2025

Grout having a resin-based system for anchoring, and methods relating thereto

Inventors: Paul J. Jones (Houston, TX); Siva Rama Krishna Jandhyala (Houston, TX); Walmy Cuello Jimenez (Houston, TX); Richard F. Vargo, Jr. (Houston, TX)
Assignee: Halliburton Energy Services, Inc.
E02D5/38C01B21/064C01P2004/13C01P2004/50E02D2200/1685E02D2250/0023E02D2300/0006E02D2300/002E02D2300/0026
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Quick Facts
Patent No.
US 12,392,101
App. No.
18/200,752
Granted
Aug 19, 2025
Kind
B2
Abstract

A pile can include: an elongated member; and a grout at least partially coupled to and for anchoring the elongated member, comprising: a resin; and a boron nitride nanotube structure comprising a boron nitride nanotube having a hexagonal boron nitride structure epitaxial to the boron nitride nanotube, wherein the grout has a first volume substantially free of the boron nitride nanotube structure, and a second volume comprising the boron nitride nanotube structure.

Claims (38)

1. A pile, comprising:

an elongated member; and

a grout at least partially coupled to and for anchoring the elongated member,

comprising:

a resin; and

a boron nitride nanotube structure comprising a boron nitride nanotube having a hexagonal boron nitride structure epitaxial to the boron

nitride nanotube,

wherein the grout has a first volume substantially free of the boron nitride nanotube structure, and a second volume comprising the boron nitride nanotube structure, and

wherein the second volume is loaded at a region of the pile subject to higher tensile loads than another region of the pile loaded with the first volume.

2. The pile of claim 1 , wherein the elongated member comprises a substantially cylindrical piping forming an inner passage filled with the grout and the pile has a pile diameter of no more than about 15 inches.

3. The pile of claim 1 , wherein the elongated member comprises a substantially cylindrical shaft.

4. The pile of claim 1 , further comprising a sleeve at least partially surrounding a substantially cylindrical piping at its outer surface.

5. The pile of claim 2 , wherein the substantially cylindrical piping is positioned in a first formation having a surface and a sleeve at least partially surrounds the substantially cylindrical piping proximate to the surface.

6. The pile of claim 2 , wherein the substantially cylindrical piping comprises a first drilling rod and a second drilling rod fastened with a coupling.

7. The pile of claim 1 , wherein the pile comprises a micropile and the elongated member comprises a concrete, a metal, or a combination thereof.

8. The pile of claim 1 , wherein the first volume comprises no more than about 0.1%, by weight, of the boron nitride nanotube structure based on a total weight of the first volume of the grout.

9. The pile of claim 8 , wherein the second volume comprises a concentration of the boron nitride nanotube structure of about 0.1% to about 10%, by weight, based on total weight of the second volume of the grout.

10. The pile of claim 1 , wherein the grout comprises the first volume comprising a cementitious material and the second volume comprising the resin and the boron nitride nanotube structure.

11. The pile of claim 1 , wherein the resin comprises a resin selected from the group consisting of a shellac, a polyamide, a silyl-modified polyamide, a polyester, a polycarbonate, a polycarbamate, a urethane, a polyurethane, a natural resin, an olefin resin, a cyclic olefin-based resin, an epoxy-amine or an epoxy-anhydride resin, a furan-based resin, a phenolic-based resin, a urea-aldehyde resin, a phenol-phenol formaldehyde-furfuryl alcohol resin, a bisphenol A diglycidyl ether resin, a butoxymethyl butyl glycidyl ether resin, a bisphenol A epichlorohydrin resin, a bisphenol F resin, a bisphenol S resin, a diglycidyl ether of bisphenol F epoxy resin, an acrylic acid polymer, an acrylic acid ester polymer, an acrylic acid homopolymer, an acrylic acid ester homopolymer, a poly(methyl acrylate), a poly(butyl acrylate), a poly(2-ethylhexyl acrylate), an acrylic acid ester copolymer, a methacrylic acid derivative polymer, a methacrylic acid homopolymer, a methacrylic acid ester homopolymer, a poly(methyl methacrylate), a poly(butyl methacrylate), a poly(2-ethylhexyl methacrylate), an acrylamidomethylpropane sulfonate polymer or a copolymer or a derivative thereof, an acrylic acid/acrylamidomethylpropane sulfonate copolymer, a trimer acid, a fatty acid, a fatty acid derivative, maleic anhydride, acrylic acid, a polyester, a polycarbonate, a polycarbamate, an aldehyde, formaldehyde, a dialdehyde, glutaraldehyde, a hemiacetal, an aldehyde-releasing compound, a diacid halide, a dihalide, a dichloride, a dibromide, a polyacid anhydride, citric acid, an epoxide, furfuraldehyde, an aldehyde condensate, a silyl-modified polyamide, a condensation reaction product of a polyacid and a polyamine, or any combination thereof.

12. The pile of claim 1 , wherein the grout has a Young's Modulus of at least about 0.281 million pounds per inch (MPsi), a Poisson's ratio of at least about 0.33, a compressive strength of at least about 10,347 pounds per square inch (psi), a tensile strength of at least about 2,619 psi, or a combination thereof.

13. The pile of claim 1 , wherein the second volume further comprises a hardening agent, an accelerator, or a combination thereof.

14. A base anchor comprising the pile of claim 1 .

15. The base anchor of claim 14 , further comprising a template and wherein the pile is a first pile.

16. The base anchor of claim 15 , further comprising a second pile wherein the template is coupled to the first and second piles.

17. A method of securing a pile, comprising:

introducing a grout into a borehole,

wherein the grout comprises:

a first volume substantially free of boron nitride nanotube structure introduced at a first region of the pile; and

a second volume comprising a resin and boron nitride nanotube structure introduced at a second region of the pile, and

wherein the second region is subject to greater tensile loads than the first region.

18. The method of claim 17 , wherein the first volume comprises no more than about 0.1%, by weight, of the boron nitride nanotube structure, based on a total weight of the first volume of the grout.

19. The method of claim 17 , wherein the second volume comprises a concentration of the boron nitride nanotube structure of about 0.1% to about 10%, by weight, based on a total weight of the second volume of the grout.

20. A mixture comprising a grout having a resin-based system for anchoring at least one pile, comprising:

a resin; and

a boron nitride nanotube structure comprising a boron nitride nanotube having a hexagonal boron nitride structure epitaxial to the boron nitride nanotube; and

a spacer comprising a hydrocarbon,

wherein the grout has a first volume substantially free of the boron nitride nanotube structure and a second volume comprising the boron nitride nanotube structure, and

wherein the spacer is between the first volume and the second volume.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded May 23, 2023
From: JONES, PAUL J.; JANDHYALA, SIVA RAMA KRISHNA; CUELLO JIMENEZ, WALMY; VARGO, RICHARD F., JR.
To: HALLIBURTON ENERGY SERVICES, INC.
Reel/Frame 063728/0848 →
Continuity (1)
Related Publication 20240392524A1 · Nov 28, 2024
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