IP Library Granted Patent US 12,486,445
Granted Patent B2
US 12,486,445 · App. 18/726,493 · Granted Dec 2, 2025

Lightweight composite cement compositions and methods of cementing wells with said compositions

Inventors: Valerie Gisele Helene Lafitte (Sugar Land, TX); Dean Michael Willberg (Houston, TX); Anatoly Medvedev (Cambridge, GB)
Assignee: Schlumberger Technology Corporation
C09K8/467C04B14/06C04B14/28C04B16/04C04B18/22C04B28/08E21B33/138C04B2111/00146C04B2111/40C09K2208/10
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Quick Facts
Patent No.
US 12,486,445
App. No.
18/726,493
Granted
Dec 2, 2025
Kind
B2
Abstract

Composite cement compositions and pumpable slurries for cementing well or at least one zone of the wells are provided and comprise cementitious material that forms calcium silicate hydrates upon exposure to water, inert filler material, nano-sized calcium carbonate particles, and water, wherein the cementitious material has a mean particle size of at least about 0.5 micron and no more than about 20 microns, the inert filler material has particle sizes of at least about 25 microns and no more than about 2 millimeters (mm), and the compositions and slurries have densities of at least about 9.5 pounds per gallon (ppg) and no more than about 12.5 ppg and solid volume fractions of at least about 50%. Methods of cementing the wells or the at least one zone of the wells are also provided and comprise pumping the compositions and slurries into the well and allowing the compositions and slurries to set or cure to form or produce lightweight composite cements having compressive strengths of greater than 400 pounds per square inch.

Claims (47)

1 . A pumpable composite cement slurry comprising:

cementitious material at a concentration between about 12% by weight and about 34% by weight, calculated to a total weight of the slurry, wherein the cementitious material comprises one or more silica materials that form calcium silicate hydrates upon exposure to water, the one or more silica materials present at a concentration of at least about 12% by weight, calculated to the total weight of the slurry;

inert filler material at a concentration of at least about 30% by weight, calculated to the total weight of the slurry;

nano-sized calcium carbonate particles having a mean particle size of between about 5 nanometers (nm) and about 90 nm, wherein the nano-sized calcium carbonate particles are present at a concentration of between about 0.05% by weight and about 2.5% by weight, calculated to the total weight of the slurry; and

water present at a concentration between about 44% by volume and about 50% by volume, calculated to a total volume of the slurry,

wherein:

the one or more silica materials of the cementitious material have a mean particle size of between about 1 micron and about 20 microns,

the inert filler material has particle sizes of between about 50 microns and about 2 millimeters (mm),

the slurry has a density of between about 9.5 pounds per gallon (ppg) and about 12.5 ppg,

the slurry is curable at a temperature of at least about 100° F. to form a composite cement that has a compressive strength of greater than about 400 pounds per square inch, and

a solid volume fraction of the slurry is greater than about 50%.

2 . The slurry of claim 1 , wherein the density of the slurry is between about 10.5 ppg and about 12 ppg.

3 . The slurry of claim 1 , wherein the mean particle size of the one or more silica materials is between about 1 micron and about 10 microns.

4 . The slurry of claim 3 , wherein the cementitious material comprises at least one of Portland cement, blast furnace slag, fly ash, or any combination thereof.

5 . The slurry of claim 1 , wherein the one or more silica materials are present at a concentration not less than 5% by weight, calculated to the total weight of the slurry.

6 . The slurry of claim 1 , wherein the particle sizes of the inert filler material are between about 50 microns and about 1 mm.

7 . The slurry of claim 6 , wherein the inert filler material has a specific gravity between about 0.8 g/cc to about 1.5 g/cc.

8 . The slurry of claim 6 , wherein the inert filler material comprises at least one of one or more rigid inert filler particles, one or more flexible inert filler particles, or any combination thereof.

9 . The slurry of claim 8 , wherein the one or more rigid inert filler particles comprise plastic-based or polymer-based particles or beads and the one or more flexible inert filler particles comprise flexible elastomeric particles.

10 . The slurry of claim 7 , wherein the inert filler material comprises a material selected from the group consisting of:

at least one elastomeric-based material;

a material based on ground rubber;

polystyrene or polystyrene copolymer;

a recycled plastic material;

ground nut shells;

ground corn cob; and

any combination thereof.

11 . The slurry of claim 7 , wherein the inert filler material comprises a material selected from the group consisting of a material based on ground rubber, polystyrene or polystyrene copolymer, and any combination thereof.

12 . The slurry of claim 1 , wherein the mean particle size of the nano-sized calcium carbonate particles is between about 10 nm and about 90 nm.

13 . The slurry of claim 12 , wherein the nano-sized calcium carbonate particles are present in the slurry at a concentration of between about 0.1% by weight and about 2% by weight, calculated to the total weight of the slurry.

14 . The slurry of claim 1 , wherein the inert filler material comprises a material selected from the group consisting of ground rubber material, a recycled plastic material, ground nut shells, ground corn cob, and any combination thereof.

15 . The slurry of claim 1 , wherein the inert filler material comprises ground rubber material.

16 . A method of cementing a subterranean well, the method comprising:

pumping the slurry of claim 1 into at least one zone of the well.

17 . The method of claim 16 , further comprising:

setting or curing the slurry at a temperature of at least about 100° F. to form a lightweight composite cement that has a compressive strength of greater than about 400 pounds per square inch.

18 . A method of producing composite cement compositions, the method comprising:

mixing solid particles with water to form a pumpable cement slurry, wherein the water is present at a concentration between about 44% by volume and about 50% by volume, calculated to a total volume of the slurry; and

setting or curing the slurry at a temperature of at least about 100° F. to produce a lightweight composite cement,

wherein:

the pumpable cement slurry has a density of at least about 10 pounds per gallon (ppg) and no more than about 12 ppg,

the lightweight composite cement has a compressive strength of greater than 400 pounds per square inch,

the solid particles comprise:

cement particles that form calcium silicate hydrates upon exposure to water, wherein the cement particles are present at a concentration between about 12% by weight and about 34% by weight, calculated to a total weight of the slurry, and wherein the cement particles comprise one or more silica materials having a mean particle size of between about 1 micron and about 20 microns, the one or more silica materials present at a concentration of at least about 12% by weight, calculated to the total weight of the slurry;

inert filler particles having particle sizes of between about 50 microns and about 1 millimeter, wherein the inert filler particles are present at a concentration of at least about 30% by weight, calculated to the total weight of the slurry; and

nano-sized calcium carbonate particles at a concentration of between about 0.05% by weight and about 2.5% by weight, calculated to the total weight of the slurry, and

a solid volume fraction of the slurry is at least about 50%.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Jul 8, 2024
From: LAFITTE, VALERIE GISELE HELENE; WILLBERG, DEAN MICHAEL; MEDVEDEV, ANATOLY
To: SCHLUMBERGER TECHNOLOGY CORPORATION
Reel/Frame 067925/0321 →
Continuity (2)
Provisional Application 63365097 · May 20, 2022
Related Publication 20250075115A1 · Mar 6, 2025
References Cited (54)
US 4590227A · Nakamura · 1986 [cited by applicant]
US 5123487A · Harris · 1992 [cited by examiner]
US 5580378A · Shulman · 1996 [cited by examiner]
US 5736594A · Boles · 1998 [cited by applicant]
US 6907929B2 · Leroy-Delage · 2005 [cited by applicant]
US 7138446B2 · Reddy · 2006 [cited by applicant]
US 7402204B2 · Le Roy-Delage · 2008 [cited by applicant]
US 7612817B2 · Tay · 2009 [cited by applicant]
US 7645817B2 · Reddy · 2010 [cited by applicant]
US 7717180B2 · Badalamenti · 2010 [cited by applicant]
US 8486868B2 · Brenneis · 2013 [cited by applicant]
US 8551244B2 · Le Roy-Delage et al. · 2013 [cited by applicant]
US 9222011B2 · Le Roy-Delage et al. · 2015 [cited by applicant]
US 9683161B2 · Le Roy-Delage et al. · 2017 [cited by applicant]
US 9738563B1 · Bao · 2017 [cited by examiner]
US 10557341B2 · Kolchanov · 2020 [cited by applicant]
US 11267760B2 · Lehmann · 2022 [cited by applicant]
US 20020017224A1 · Horton · 2002 [cited by applicant]
US 20050058817A1 · Famy · 2005 [cited by applicant]
US 20060054319A1 · Fyten · 2006 [cited by applicant]
US 20060174802A1 · Bedel et al. · 2006 [cited by applicant]
US 20060258546A1 · Brannon · 2006 [cited by applicant]
US 20080108524A1 · Willberg · 2008 [cited by applicant]
US 20090236097A1 · Roddy · 2009 [cited by examiner]
US 20110048709A1 · Patil · 2011 [cited by examiner]
US 20120024196A1 · Gong · 2012 [cited by applicant]
US 20120152153A1 · Gong · 2012 [cited by applicant]
US 20120175134A1 · Robisson · 2012 [cited by applicant]
US 20140076549A1 · Pelletier · 2014 [cited by examiner]
US 20160032169A1 · Chew et al. · 2016 [cited by applicant]
US 20160244655A1 · Reddy · 2016 [cited by applicant]
US 20160289531A1 · Agapiou · 2016 [cited by applicant]
US 20170015824A1 · Gozalo · 2017 [cited by applicant]
US 20170334779A1 · Gong · 2017 [cited by examiner]
US 20180100095A1 · Reddy · 2018 [cited by applicant]
US 20180148628A1 · Vlasopoulos · 2018 [cited by applicant]
US 20180230358A1 · Jain · 2018 [cited by applicant]
US 20180244572A1 · Ranjbar · 2018 [cited by applicant]
US 20200010363A1 · Thomas · 2020 [cited by applicant]
US 20200247717A1 · Atakan · 2020 [cited by applicant]
US 20220340488A1 · Bullerjahn · 2022 [cited by applicant]
US 20230126439A1 · Pisklak · 2023 [cited by applicant]
US 20230138857A1 · Singh · 2023 [cited by applicant]
US 20230374366A1 · Lafitte · 2023 [cited by applicant]
CN 108026338A · 2018 [cited by applicant]
JP 2006118130A · 2006 [cited by applicant]
WO 2005040550A1 · 2005 [cited by applicant]
WO 2017087163A1 · 2017 [cited by applicant]
WO 2022122848A1 · 2022 [cited by applicant]
WO 2025059478 · 2025 [cited by applicant]
Search Report and Written Opinion of International Patent Application No. PCT/US2023/022723 dated Sep. 8, 2023, 9 pages. [cited by applicant]
Search Report and Written Opinion of International Patent Application No. PCT/US2023/023080 dated Sep. 8, 2023, 8 pages. [cited by applicant]
Search Report and Written Opinion of International Patent Application No. PCT/US2023/036121 dated Feb. 23, 2024, 9 pages. [cited by applicant]
Office Action issued in U.S. Appl. No. 18/073,650 dated Feb. 26, 2024, 10 pages. [cited by applicant]