Economical heavy concrete weight coating for submarine pipelines
US-9322491-B2 · Apr 26, 2016 · US
US10494302B1 · US · B1
| Field | Value |
|---|---|
| Publication number | US-10494302-B1 |
| Application number | US-201816032569-A |
| Country | US |
| Kind code | B1 |
| Filing date | Jul 11, 2018 |
| Priority date | Jul 11, 2018 |
| Publication date | Dec 3, 2019 |
| Grant date | Dec 3, 2019 |
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A heavyweight concrete composition comprising cement, steel slag coarse particles, steel slag fine particles, and iron ore aggregate, a wet concrete slurry of water mixed with the heavyweight concrete composition, and a heavyweight concrete which is a cured form of the wet concrete slurry. In the present disclosure, sand, which is used in conventional concretes, is replaced with steel slag fine particles to produce a sand-free heavyweight concrete.
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The invention claimed is: 1. A heavyweight concrete composition, comprising: 8-15 wt % cement; 65-83 wt % steel slag; and 3-10 wt % of an iron ore coarse aggregate, each relative to a total weight of the heavyweight concrete composition; wherein: the steel slag is present as a mixture of steel slag coarse particles having a particle size of 2-10 mm and steel slag fine particles having a particle size of 0.1-1.5 mm; and the iron ore coarse aggregate has a particle size of 3-7 mm. 2. The heavyweight concrete composition of claim 1 , wherein a weight ratio of the steel slag coarse particles to the steel slag fine particles ranges from 1.5:1-3:1. 3. The heavyweight concrete composition of claim 1 , wherein a weight ratio of the steel slag coarse particles to the iron ore coarse aggregate ranges from 4:1 to 20:1. 4. The heavyweight concrete composition of claim 1 , wherein a weight ratio of the steel slag fine particles to the iron ore coarse aggregates ranges from 2:1 to 10:1. 5. The heavyweight concrete composition of claim 1 , which comprises: 45-55 wt % of the steel slag coarse particles; and 20-28 wt % of the steel slag fine particles, each relative to a total weight of the heavyweight concrete composition. 6. The heavyweight concrete composition of claim 5 , consisting essentially of the cement, the steel slag coarse particles, the steel slag fine particles, and the iron ore coarse aggregate. 7. The heavyweight concrete composition of claim 1 , wherein 4-6 wt % of the iron ore coarse aggregate is present, relative to a total weight of the heavyweight concrete composition. 8. The heavyweight concrete composition of claim 1 , wherein the cement is an ordinary Portland type I cement. 9. The heavyweight concrete composition of claim 1 , wherein the steel slag comprises: 20-45 wt % of iron oxide; 3-10 wt % of aluminum oxide; 15-30 wt % of calcium oxide; and 3-18 wt % of silicon dioxide, each relative to a total weight of the steel slag. 10. The heavyweight concrete composition of claim 1 , wherein the steel slag has a specific gravity of 3-4. 11. The heavyweight concrete composition of claim 1 , wherein the steel slag has a water absorption of 0.5-5%. 12. The heavyweight concrete composition of claim 1 , which is devoid of sand. 13. A wet concrete slurry, comprising: the heavyweight concrete composition of claim 1 ; and 3-10 wt % of water relative to a total weight of the wet concrete slurry. 14. A heavyweight concrete, comprising a cured form of the wet concrete slurry of claim 13 . 15. The heavyweight concrete of claim 14 , which has a compressive strength of 60-80 MPa according to ASTM C39. 16. The heavyweight concrete of claim 14 , which has a unit weight of 3,100-3,400 kg/m 3 according to ASTM C138. 17. The heavyweight concrete of claim 14 , which has a unit weight 3-20% greater than a substantially identical concrete not formed with the iron ore coarse aggregate. 18. A method of making the heavyweight concrete of claim 14 , the method comprising: casting the wet concrete slurry in a mold to form a casted wet concrete; and curing the casted wet concrete thereby forming the heavyweight concrete. 19. The method of claim 18 , wherein casting is performed at a temperature of 15-35° C.
Mortar or concrete mixtures defined by their oxide composition · CPC title
around pipelines or the like · CPC title
Heavy materials, e.g. concrete used as ballast material · CPC title
Portland cements · CPC title
containing hydraulic cements other than calcium sulfates · CPC title
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