Multifunctional cement composites with load-bearing and self-sensing properties

Patent metadata

Field	Value
Publication number	US-10717672-B2
Application number	US-201615157079-A
Country	US
Kind code	B2
Filing date	May 17, 2016
Priority date	May 22, 2015
Publication date	Jul 21, 2020
Grant date	Jul 21, 2020

Abstract

A method for creating multifunctional cementitious composites that provide load-bearing and self-sensing properties. The method involves dispersing conductive nanomaterials (e.g., multi-walled carbon nanotubes) into a polymer (e.g., latex) material from which a thin film is created and deposited (e.g., sprayed) onto aggregates, which after drying, can be incorporated with cementitious materials and desired liquids and cast, along with sufficient number of electrodes, into a form for curing. After curing, the resultant structure can be electrically tested through the electrodes, for structural characteristics, including determination of damage severity and location using back-calculation utilizing electrical resistance tomography (ERT), or electrical impedance tomography (EIT), to generate a spatial resistivity map (distribution).

First claim

What is claimed is:

1. A method of producing a multifunctional cement composite concrete with self-sensing properties, the method comprising:
(a) producing a conductive nanomaterial-polymer solution, wherein the conductive nanomaterial-polymer solution comprises a conductive nanomaterial, a polymer, and latex;
(b) disposing a thin film of the conductive nanomaterial-polymer solution onto aggregate particles to coat the aggregate particles with the thin film of the conductive nanomaterial-polymer solution prior to mixing in step (c); and
(c) mixing the thin-film-coated aggregate particles with a cementitious composition into a mortar or concrete composition;
(d) wherein said mortar or concrete composition has a resistivity and strain sensitivity; and
(e) wherein damage or defects in a cast structure made with the cementitious mortar or concrete composition can be determined by resistivity differences.

2. The method as recited in claim 1 , wherein said conductive nanomaterial-polymer solution comprises conductive nanomaterials added to a polymeric material, the combination dispersed with an aqueous surfactant solution into said conductive nanomaterial-polymer solution.

3. The method as recited in claim 1 , wherein said aggregate particles comprise small aggregates and/or large aggregates.

4. The method as recited in claim 1 , wherein the coated aggregate particles are mixed with a cementitious mortar composition based on an aggregate to cement composition ratio ranging from 2:1 to 3:1.

5. The method as recited in claim 1 , further comprising introducing electrodes into the cementitious mortar or concrete composition as it is cast into a structure.

6. The method as recited in claim 5 , further comprising measuring resistance between said electrodes and back-calculating a spatial resistivity map utilizing electrical resistance tomography (ERT), or electrical impedance tomography (EIT), to determine damage and/or defects in the resultant structure.

7. A method of localizing damage in cement composites, the method comprising:
(a) producing a conductive nanomaterial-polymer solution, wherein the conductive nanomaterial-polymer solution comprises a conductive nanomaterial, a polymer, and latex;
(b) depositing a thin film of the conductive nonmaterial-polymer solution onto aggregate particles to coat the aggregate particles with the thin film of the conductive nanomaterial-polymer solution prior to mixing in step (c);
(c) mixing the thin-film-coated aggregate particles with a cementitious composition into a wet mortar or concrete composition;
(d) casting said wet mortar or concrete composition into a mold into which are retained a plurality of electrodes;
(e) curing said molded mortar or concrete composition into a cured mortar or concrete structure; and
(f) determining defects or damage within the cured mortar or concrete structure by measuring resistivity between the plurality of electrodes and utilizing back-calculation of a spatial resistivity map using electrical resistance tomography (ERT), or electrical impedance tomography (EIT).

8. The method as recited in claim 7 , wherein said aggregate particles comprise small aggregates and/or large aggregates.

9. The method as recited in claim 7 , wherein resistivity was measured in response to injecting a current between a pair of electrodes of the plurality of electrodes on opposing sides of the cured mortar or concrete structure and measuring voltage across adjacent boundary electrodes of the plurality of electrodes.

10. The method as recited in claim 7 , wherein said conductive nanomaterial-polymer solution comprises conductive nanomaterials added to a polymer material, the combination dispersed with an aqueous surfactant solution into said conductive nanomaterial-polymer solution.

11. The method as recited in claim 10 , wherein said conductive nanomaterials comprise conductive nanotubes, or multiwall conductive nanotubes.

12. The method as recited in claim 11 , wherein said conductive nanotubes, or multiwall conductive nanotubes, are comprised of carbon.

13. The method as recited in claim 7 , wherein the coated aggregate particles are mixed with a cementitious mortar composition based on an aggregate to cement composition ratio ranging from 2:1 to 3:1.

Assignees

• Univ California

Inventors

• Loh Kenneth
• Gonzalez Jesus

Classifications

• C04B14/005

  Inorganic fillers with a shape other than granular or fibrous (carbon nanotubes C04B14/026) · CPC title

• C04B20/1029

  Macromolecular compounds · CPC title

• C04B28/02

  containing hydraulic cements other than calcium sulfates · CPC title

• G01N27/043

  of a granular material · CPC title

• C04B14/026 Primary

  of particular shape, e.g. nanotubes · CPC title