Concrete-forming composition

US12110254B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-12110254-B2
Application numberUS-202017298709-A
CountryUS
Kind codeB2
Filing dateFeb 6, 2020
Priority dateFeb 28, 2019
Publication dateOct 8, 2024
Grant dateOct 8, 2024

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  1. Title

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  2. Abstract

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  3. Assignees and inventors

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  4. Key dates

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  5. First independent claim

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  6. CPC / IPC classifications

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

A concrete-forming composition for producing a concrete article including: (a) at least one internal curing agent including a water-insoluble crosslinked cellulose ether wherein the water-insoluble crosslinked cellulose ether has a higher water adsorption capacity compared to typically used superabsorbent polymers and wherein the water-insoluble crosslinked cellulose ether can be successfully and efficiently used as a water-insoluble crosslinked cellulose either internal curing agent in concrete-forming compositions; and (b) a cementitious material; a process for making the above concrete-forming composition; and a concrete article made from the above concrete-forming composition with the objective of reducing autogenous shrinkage and crack formation in the resulting concrete article made from the above concrete-forming composition.

First claim

Opening claim text (preview).

What is claimed is: 1. A concrete-forming composition for producing a concrete article comprising: (a) at least one internal curing agent including a water-insoluble crosslinked cellulose ether wherein the water-insoluble crosslinked cellulose ether has a water adsorption capacity of greater than or equal to 10 g/g as measured by the tea bag test method and a 1% aqueous viscosity of from 2 to 2,000 mPa·s and wherein the water-insoluble crosslinked cellulose ether can be successfully and efficiently used as a water-insoluble crosslinked cellulose ether internal curing agent in concrete formulations with an objective of reducing autogenous shrinkage and crack formation in the concrete; and (b) a cementitious material. 2. The composition of claim 1 , wherein the at least one water-insoluble crosslinked cellulose ether internal curing agent comprises the reaction product of: (a) at least one cellulose ether selected from the group consisting of hydroxyethyl methyl cellulose, hydroxypropyl methyl cellulose, methyl cellulose, hydroxyethyl cellulose and mixtures thereof; and (b) at least one crosslinker selected from the group consisting of 1,2-dichloroethane, 1.3-dichloropropane, dichlorodiethyl ether, diglycidyl ether, glycidyl methacrylate, epichlorohydrin, epibromohydrin, and mixtures thereof. 3. The composition of claim 1 , wherein the cementitious material is Portland cement. 4. The composition of claim 1 , wherein the concentration of the water-insoluble crosslinked cellulose ether internal curing agent is from 0.1 weight percent to 5 weight percent based on the weight of total compounds in the composition. 5. The composition of claim 1 , wherein the concentration of the cementitious material is from 5 weight percent to 50 weight percent based on the weight of total compounds in the composition. 6. A concrete article comprising a dried fully reacted concrete-forming composition of claim 1 . 7. A process for making a concrete-forming composition comprising admixing: (a) at least one internal curing agent including a water-insoluble crosslinked cellulose ether wherein the water-insoluble crosslinked cellulose ether has a water adsorption capacity of greater than or equal to 10 g/g as measured by the tea bag test method and a 1% aqueous viscosity of from 2 to 2,000 mPa·s and wherein the water-insoluble crosslinked cellulose ether can be successfully and efficiently used as a water-insoluble crosslinked cellulose ether internal curing agent in concrete formulations with an objective of reducing autogenous shrinkage and crack formation in the concrete; and (b) a cementitious material. 8. A process for making a concrete article comprising: (I) mixing: (a) at least one internal curing agent including a water-insoluble crosslinked cellulose ether wherein the water-insoluble crosslinked cellulose ether has a water adsorption capacity of greater than or equal to 10 g/g as measured by the tea bag test method and a 1% aqueous viscosity of from 2 to 2,000 mPa·s and wherein the water-insoluble crosslinked cellulose ether can be successfully and efficiently used as a water-insoluble crosslinked cellulose ether internal curing agent in concrete formulations with an objective of reducing autogenous shrinkage and crack formation in the concrete; and (b) a cementitious material; wherein a concrete-forming composition is formed; and (II) drying the concrete-forming composition of (I).

Assignees

Inventors

Classifications

  • Crack resistant materials · CPC title

  • C04B28/04Primary

    Portland cements · CPC title

  • Mortars activated by rain, percolating or sucked-up water; Self-healing mortars or concrete · CPC title

  • containing polyether side chains · CPC title

  • C04B24/383Primary

    Cellulose or derivatives thereof · CPC title

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What does patent US12110254B2 cover?
A concrete-forming composition for producing a concrete article including: (a) at least one internal curing agent including a water-insoluble crosslinked cellulose ether wherein the water-insoluble crosslinked cellulose ether has a higher water adsorption capacity compared to typically used superabsorbent polymers and wherein the water-insoluble crosslinked cellulose ether can be successfully a…
Who is the assignee on this patent?
Dow Global Technologies Llc
What technology area does this patent fall under?
Primary CPC classification C04B28/04. Mapped technology areas include Chemistry & Metallurgy.
When was this patent published?
Publication date Tue Oct 08 2024 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 8 related publications on this page (citations in our corpus or others sharing the same primary CPC).