Hydrophobic finish compositions with extended flow time retention and building products made thereof
US-10399898-B2 · Sep 3, 2019 · US
US9266776B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9266776-B2 |
| Application number | US-201514837956-A |
| Country | US |
| Kind code | B2 |
| Filing date | Aug 27, 2015 |
| Priority date | Nov 10, 2011 |
| Publication date | Feb 23, 2016 |
| Grant date | Feb 23, 2016 |
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A heavy oil ash self-compacting concrete can include aggregate, heavy oil ash fines, water, and cement. The heavy oil ash can include more than 90% carbon, by weight. In an embodiment, the heavy oil ash self-compacting concrete can flow under its own weight and yet maintain a stable mixture consistency.
Opening claim text (preview).
What is claimed is: 1. A method of disposing heavy oil ash comprising the steps of: mixing Portland cement and water to form a cement mixture; adding to the cement mixture heavy oil ash fines, wherein the heavy oil ash fines comprise at least 90% carbon and at least 80% of the heavy oil ash fines being finer than 45 microns (#325 sieve), wherein the heavy oil ash fines do not have cementitious or pozzolanic properties and do not react with lime; and adding pozzolanic aggregate create a heavy oil ash self-compacting concrete that is capable of flowing under its own weight. 2. The method of claim 1 , wherein the cement releases calcium hydroxide after reacting with the water, and further comprising an absence of a reaction between the calcium hydroxide and the heavy oil ash. 3. The method of claim 1 , further comprising the step of curing, after the heavy oil ash self-compacting concrete is mixed, to produce a hardened self-compacting concrete, wherein the heavy oil ash prevents an ingress of water into the hardened self-compacting concrete. 4. The method of claim 1 , further comprising the step of pouring the heavy oil ash self-compacting concrete into a cone and then removing the cone, wherein the self-compacting concrete flows into a circle having a diameter of 650 nm to 800 mm. 5. The method of claim 1 , wherein the heavy oil ash is equal to 1% to 10% by weight of the self-compacting concrete. 6. The method of claim 1 , wherein the heavy oil ash is equal to 5% by weight of the self-compacting concrete. 7. The method of claim 6 , wherein the self-compacting concrete comprising 5% by weight heavy oil ash reduces the corrosion current density of steel in the self-compacting concrete. 8. The method of claim 7 , wherein the corrosion current density value of steel in the heavy oil ash self-compacting concrete is between −170 mV and −230 mV. 9. The method of claim 6 , wherein the cement mixture comprising 5% by weight heavy oil ash reduces the corrosion current density of steel in the heavy oil ash self-compacting concrete. 10. The method of claim 1 , wherein the heavy oil ash self-compacting concrete is characterized by a water absorption percentage of between 4.50% and 4.60%. 11. The method of claim 1 , wherein the heavy oil ash self-compacting concrete is substantially free of fly ash or silica fume. 12. The method of claim 1 , wherein the heavy oil ash does not react with calcium hydroxide or lime. 13. The method of claim 1 , wherein the heavy oil ash comprises less than 10% by weight of sulfur, magnesium and vanadium. 14. The method of claim 1 , further comprising adding a second aggregate to the cement mixture following the addition of the first aggregate.
from raw materials containing flue dust {, i.e. fly ash (C04B7/243 takes precedence)} · CPC title
from liquid fuels, e.g. oil · CPC title
containing hydraulic cements other than calcium sulfates · CPC title
Self-compacting mixtures · CPC title
Use of waste materials as fillers for mortars or concrete · CPC title
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