Multifunctional material for workability of geopolymeric system and its process thereof
US-10023497-B2 · Jul 17, 2018 · US
US12304865B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-12304865-B2 |
| Application number | US-202217657249-A |
| Country | US |
| Kind code | B2 |
| Filing date | Mar 30, 2022 |
| Priority date | Mar 31, 2021 |
| Publication date | May 20, 2025 |
| Grant date | May 20, 2025 |
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A geo-polymeric concrete and a process for preparing the geo-polymeric concrete is disclosed. The geo-polymeric concrete includes class F fly ash in a range from 10-20 wt %, of the design mix river sand in a range from 25-40 wt % of the design mix, a natural aggregate in a range from 15 to 40 wt % of the design mix, silica fume in a range from 1 to 2 wt % of class F fly ash, an alkaline activator solution and a superplasticizer in a range from 0.5 to 3 wt %. The materials used for preparing the superplasticizer are easily available in the market in abundance at a reasonable cost. The superplasticizer is economically viable and improves the workability of the geo-polymeric concrete. The presence of the superplasticizer does not affect the compressive strength of the geo-polymeric concrete.
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What is claimed is: 1. A geo-polymeric concrete comprising: class F fly ash in a range from 10-20 wt % of a design mix; river sand in a range from 25-35 wt % of the design mix; a natural aggregate in a range from 20 to 45 wt % of the design mix; silica fume in a range from 1 to 2 wt % of class F fly ash; an alkaline activator solution; and a superplasticizer in a range from 0.5 to 3 wt % of class F fly ash, wherein the superplasticizer comprises about 17 ml of commercial grade ethyl alcohol and 60 g of sucrose in 100 ml water. 2. The geo-polymeric concrete as claimed in claim 1 , wherein the alkaline activator solution comprises 16 M sodium hydroxide and sodium silicate in water. 3. The geo-polymeric concrete as claimed in claim 1 , wherein the natural aggregate has a size in a range from 6 mm to 20 mm. 4. The geo-polymeric concrete as claimed in claim 1 , wherein the alkaline activator solution has a pH in a range from 13-14. 5. The geo-polymeric concrete as claimed in claim 1 , wherein the geo-polymeric concrete has a compressive strength in a range from 50 to 65 MPa with a workable slump in a range from 0 to 190 mm after 28 days curing. 6. The geo-polymeric concrete as claimed in claim 1 , wherein the geo-polymeric concrete with about 0.8 wt % of superplasticizer has a workability in a range from 0-40 mm slump with a compressive strength in a range from 57 to 60 MPa after 28 days curing. 7. The geo-polymeric concrete as claimed in claim 1 , wherein the geo-polymeric concrete with about 1.6 wt % of superplasticizer has a workability in a range from 0-150 mm slump with a compressive strength in a range from 57 to 60 MPa after 28 days curing. 8. The geo-polymeric concrete as claimed in claim 1 , wherein the geo-polymeric concrete with about 2.4 wt % of superplasticizer has a workability in a range from 0-190 mm slump with a compressive strength in a range from 55 to 59 MPa after 28 days curing. 9. A process for preparing a geo-polymeric concrete, the process comprising: mixing 10-20 wt % of class F fly ash, 25-35 wt % of river sand, and 20 to 40 wt % of a natural aggregate in a motorized concrete mixer for about 5 to 8 minutes to obtain a pre-mixture; adding 1 to 2 wt % of silica fume according to the wt % of class F fly ash to the pre-mixture to obtain a dry homogeneous mixture; mixing sodium silicate (Na 2 SiO 3 ), sodium hydroxide (NaOH), and water to obtain an alkaline activator solution; adding the alkaline activator solution to the dry homogeneous mixture for about 5 to 8 minutes to obtain a fresh geo-polymeric concrete; adding 0.5 to 3 wt % of a superplasticizer according to the wt % of class F fly ash to the fresh concrete and mixing for about 4 to 6 minutes, wherein the superplasticizer comprises about 17 ml of commercial grade ethyl alcohol and 60 g of sucrose in 100 ml water; filling into a 15 cm X 15 cm X 15 cm cube and vibrating for about 3 minutes; and curing in a hot air oven at 60° C. for 48h rs followed by curing at ambient temperature for 28 days to obtain a geo-polymeric concrete. 10. The process as claimed in claim 9 , wherein preparing the superplasticizer comprises: dissolving the sucrose in tap water; stirring to obtain a sucrose solution with complete transparency; adding the ethyl alcohol to the sucrose solution to obtain a mixture; stirring the mixture to obtain a transparent solution and leaving for about 30 minutes to get a crystal-clear superplasticizer. 11. The process as claimed in claim 9 , wherein the alkaline activator solution has a pH in a range from 13-14. 12. The process as claimed in claim 9 , further comprising measuring workability using a slump cone method. 13. The process as claimed in claim 9 , further comprising evaluating compressive strength after 3, 7, 14-and 28-days of curing.
Carbohydrates or derivatives thereof · CPC title
Superplasticisers · CPC title
Accelerators; Activators · CPC title
of the alkali or alkaline-earth metals · CPC title
Alcohols; Phenols; Ethers · CPC title
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