Lost circulation treatment fluids comprising pumice and associated methods
US-9505972-B2 · Nov 29, 2016 · US
US2021094879A1 · US · A1
| Field | Value |
|---|---|
| Publication number | US-2021094879-A1 |
| Application number | US-201917048474-A |
| Country | US |
| Kind code | A1 |
| Filing date | Apr 19, 2019 |
| Priority date | Apr 19, 2018 |
| Publication date | Apr 1, 2021 |
| Grant date | — |
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Admixture for cementitious building materials can provide a self-healing mechanism to improve material longevity. In certain embodiments, the admixture can include the combination of both a quicklime-based replacement for fine and coarse aggregates and an SCM replacement for OPC in standard mortar and concrete.
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1 . A composition comprising: standard mortar including an ordinary Portland cement (OPC), a supplementary cementitious material (SCM), fine aggregate and calcined lime, wherein a portion of the OPC of an original formulation has been replaced with the supplementary cementitious material (SCM) and a portion fine aggregate of the original formulation has been replaced with the calcined lime. 2 . The composition of claim 1 , wherein the standard mortar includes 7-31 wt % of OPC and 69-93 wt % of fine aggregate. 3 . The composition of claim 2 , wherein up to 30% of OPC is replaced with SCM. 4 . The composition of claim 2 , wherein up to 45% of fine aggregate is replaced with calcined lime. 5 . The composition of claims 1 , wherein the SCM includes volcanic ash, fly ash, granulated blast furnace slag, silica fume, metakaolin, rice husk ash, calcined clay, brick, cocciopesto, or other ceramic materials. 6 . A method of making an admixture for cementitious building materials comprising: making calcined lime by calcining calcium carbonate at temperatures between from 600° C. and 1450° C.; crushing, grounding or milling and sieving the calcined lime; and retaining particles between 150 microns and 4 mm for admixture. 7 . The method of claim 6 , further comprising replacing fine aggregate with calcined lime up to 45% in standard mortar. 8 . The method of claim 6 , further comprising replacing OPC with SCM up to 30% in standard mortar. 9 . The method of claim 7 , wherein the standard mortar includes 7-31 wt % of OPC and 69-93 wt % of fine aggregate. 10 . The method of claim 6 , calcining calcium carbonate at temperatures between 600° C. and 750° C. 11 . The method of claim 6 , further comprising calcining calcium carbonate at temperatures over 1300° C. 12 . The method of claim 6 , wherein fine aggregate includes quartz or sand. 13 . A composition comprising: concrete including an ordinary Portland cement (OPC), a supplementary cementitious material (SCM), fine aggregate, coarse aggregate and calcined lime, wherein a portion of the OPC of an original formulation has been replaced with the supplementary cementitious material (SCM) and a portion fine aggregate of the original formulation has been replaced with the calcined lime. 14 . The composition of claim 13 , wherein the concrete includes 7-31 wt % of OPC and 69-93 wt % of fine aggregate. 15 . The composition of claim 14 , wherein up to 30% of OPC is replaced with SCM. 16 . The composition of claim 13 , wherein up to 45% of fine aggregate is replaced with calcined lime. 17 . The composition of claim 13 , wherein up to 25% of coarse aggregate is replaced with calcined lime. 18 . The composition of claim 13 , wherein the SCM includes volcanic ash, fly ash, granulated blast furnace slag, silica fume, metakaolin, rice husk ash, calcined clay, brick, cocciopesto, or other ceramic materials. 19 . The method of claim 8 , wherein the standard mortar includes 7-31 wt % of OPC and 69-93 wt % of fine aggregate.
Use of waste materials as fillers for mortars or concrete · CPC title
Production of cement, e.g. improving or optimising the production methods; Cement grinding · CPC title
Mortars activated by rain, percolating or sucked-up water; Self-healing mortars or concrete · CPC title
Lime cements or magnesium oxide cements · CPC title
Portland cements · CPC title
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