Agents for enhancing cement strength

Patent metadata

Field	Value
Publication number	US-11230495-B2
Application number	US-201815961555-A
Country	US
Kind code	B2
Filing date	Apr 24, 2018
Priority date	Apr 25, 2017
Publication date	Jan 25, 2022
Grant date	Jan 25, 2022

Abstract

A method of forming a cement composition. The method comprises adding to a hydraulic cementitious material a first strength-enhancing agent and a second strength-enhancing agent, wherein the content of total alkali (Na2O equivalent) in the hydraulic cementitious material is less than or equal to 0.7% by weight of the cementitious material. The first strength-enhancing agent includes a compound represented by structural formula (I):andthe second strength-enhancing agent is sodium sulfate, potassium sulfate, or a mixture thereof. The example values of the variables in structural formula (I) and the example amounts of the first and second strength-enhancing agents being added are defined herein.

First claim

What is claimed is:

1. A method of forming a cement composition, comprising:
adding to a hydraulic cementitious material a first strength-enhancing agent and a second strength-enhancing agent,
wherein:
the content of total alkali (Na 2 O equivalent) in the hydraulic cementitious material is 0.12 to 0.7% by weight of the cementitious material;
the first strength-enhancing agent includes a compound represented by structural formula (I):

wherein:
each R 1 , R 2 , R 3 , and R 4 , independently is a —(C 1 -C 4 )alkyl-OH, and R 0 is a (C 1 -C 4 ) alkylene; and
the first strength-enhancing agent is added in an amount of from 0.0005% to 0.20% by weight of the hydraulic cementitious material;
the first strength-enhancing agent includes tetrahydroxyethylethylenediamine (THEED);
the second strength-enhancing agent is sodium sulfate; and
the second strength-enhancing agent is added in an amount of 0.05-0.30 percent Na 2 O equivalent by weight of the hydraulic cementitious material.

2. The method of claim 1 , wherein the second strength-enhancing agent is added in an amount of 0.15-0.30 percent Na 2 O equivalent by weight of the hydraulic cementitious material.

3. The method of claim 1 , wherein the second strength-enhancing agent is added in an amount of 0.17-0.25 percent Na 2 O equivalent by weight of the hydraulic cementitious material.

4. The method of claim 1 , wherein the first strength-enhancing agent is added in an amount of 0.0005% to 0.04% by weight of the hydraulic cementitious material.

5. The method of claim 1 , wherein each of R 1 , R 2 , R 3 , and R 4 independently is a —(C 2 -C 3 )alkyl-OH, and R 0 is a (C 2 -C 3 )alkylene.

6. The method of claim 1 , further comprising adding to the hydraulic cementitious material at least one defoaming agent.

7. The method of claim 1 , further comprising adding to the hydraulic cementitious material one or more of defoaming agents chosen from:
a triisobutylphosphate;
an ethoxylated, propoxylated fatty alcohol represented by the following structural formula:
CH 3 (CH 2 ) x CH 2 —O(CH 2 CH 2 O) l (CH 2 CH(CH 3 )O) m H,

an ethoxylated, propoxylated alkylphenol represented by the following structural formula:
R 10 —R 20 —O(CH 2 CH 2 O) l (CH 2 CH(CH 3 )O) m H,

wherein:
x represents an integer from 2 to 18; l and m, for each occurrence independently, is an integer from 3 to 15; R 10 is a C4-C12 alkyl; and R 20 is a phenyl group; or

a polyalkoxylated polyalkylene polyamine represented by the following structural formula:

or salt thereof, wherein:
each of R 100 , R 200 , R 300 , R 400 , R 500 , R 600 , and R 700 independently represents a hydrogen, C 1 -C 4 alkyl group, —CH 2 —OH, or -(AO) y —R 8 , wherein at least one of R 100 , R 200 , R 300 , R 400 , R 500 , R 600 , and R 700 is -(AO) y —R 8 , and wherein AO represents propylene oxide (“PO”) or a mixture of PO and ethylene oxide (“EO”), wherein the molar ratio of PO to EO is at least 100:0 to 100:90; y is an integer from 4 to 100; R 8 is hydrogen or a C1-C12 alkyl group; and n is 0 or an integer from 1 to 100.

8. The method of claim 1 , further comprising adding to the hydraulic cementitious material a viscosity modifying agent for stabilizing the defoaming agent.

9. The method of claim 1 , further wherein the first strength-enhancing agent further includes one or more of triisopropanolamine (TIPA), triethanolamine (TEA), diethanolisopropanolamine (DEIPA), or ethanol diisopropanolamine (EDIPA).

10. The method of claim 1 , wherein:
the content of total alkali (Na 2 O equivalent) in the hydraulic cementitious material is less than or equal to 0.7% by weight of the cementitious material;
the first strength-enhancing agent comprising tetrahydroxyethylethylenediamine (THEED) is added in an amount of from 0.001% to 0.02% by weight of the cementitious material; and
the second strength-enhancing agent is added in an amount of from 0.17 to 0.25% Na 2 O equivalent by weight of the hydraulic cementitious material.

11. The method of claim 1 , further comprising adding to the hydraulic cementitious material at least one additional component chosen from a grinding aid, a set retarding agent, or a set accelerating agent.

12. The method of claim 1 , wherein the hydraulic cementitious material comprises Portland cement or cement clinker, and, optionally, further includes one or more of fly ash, granulated blast furnace slag, limestone, natural pozzolan, or calcined clay.

13. The method of claim 1 , further including mixing the first and the second strength-enhancing agent prior to adding said first or second strength-enhancing agent to the hydraulic cementitious material, thereby forming a mixture of the strength-enhancing agents.

14. The method of claim 13 , wherein the weight ratio of the first strength enhancing agent to the second strength enhancing agent in the mixture of the strength-enhancing agents is from 1:600 to 10:1.

15. The method of claim 13 , wherein the weight ratio of the first strength enhancing agent to the second strength enhancing agent mixture of the strength-enhancing agents is from 1:250 to 1:8.5.

16. The method of claim 1 , wherein the first strength-enhancing agent is a liquid and the second strength-enhancing agent is a powder, said powder optionally mixed with one or more of gypsum, fly ash, blast furnace slag, limestone, natural pozzolan, or calcined clay.

17. The method of claim 16 , wherein the first strength-enhancing agent further includes one or more of:
a grinding aid, wherein the weight ratio of the grinding aid to the compound of structural formula (I) is from 60:1 to 1:20;
a set retarding agent, wherein the weight ratio of the set retarding agent to the compound of structural formula (I) is from 60:1 to 1:20;
a set accelerating agent, wherein the weight ratio of the set accelerating agent to the compound of structural formula (I) is from 200:1 to 1:20; or
a defoamer, wherein the weight ratio of the defoamer to the compound of structural formula (I) is from 1.6:1 to 1:50.

18. The method of claim 1 , further comprising: adding to the hydraulic cementitious material one or more of a cement dispersant, a superplasticizer or a water-reducer.

19. A cement composition provided by the method of claim 1 .

20. An admixture composition for manufacturing cementitious compositions, comprising:
a first strength-enhancing agent and a second strength-enhancing agent, wherein:
the first strength-enhancing agent includes a compound represented by structural formula (I):

wherein:
each R 1 , R 2 , R 3 , and R 4 , independently is a —(C 1 -C 4 )alkyl-OH, and R 0 is a (C 1 -C 4 ) alkylene; and
the first strength-enhancing agent being present in the amount of 0.1 to 80% by dry weight solids of the admixture composition;
the first strength-enhancing agent includes tetrahydroxyethylethylenediamine (THEED) and at least one or more of diethanolisopropanolamine (DEIPA) or ethanol diisopropanolamine (EDIPA);
the second strength-enhancing agent is sodium sulfate; and
the second strength-enhancing agent is present in an amount of 20% to 99.9% Na 2 O equivalent by dry weight sol

Assignees

• Gcp Applied Tech Inc

Inventors

• Berodier Elise
• Cheung Josephine H
• Buzzell Leslie J

Classifications

• C04B28/04

  Portland cements · CPC title

• C04B7/02

  Portland cement · CPC title

• C04B24/122 Primary

  Hydroxy amines · CPC title

• Y02W30/91

  Use of waste materials as fillers for mortars or concrete · CPC title

• C04B2111/1025

  Alkali-free or very low alkali-content materials · CPC title