Refractory lining design for magnetic separation
US-2024416360-A1 · Dec 19, 2024 · US
US11958773B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-11958773-B2 |
| Application number | US-201917282458-A |
| Country | US |
| Kind code | B2 |
| Filing date | Oct 2, 2019 |
| Priority date | Oct 3, 2018 |
| Publication date | Apr 16, 2024 |
| Grant date | Apr 16, 2024 |
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A method for reinforcing a structure comprising the following steps: preparation of UHPFRC comprising a cement precursor mix, of water, a fluidizing agent and metal fibers, transporting the UHPFRC by pumping to a suitable spray nozzle, spraying the mix onto a surface of the structure by the addition of a compressed air stream in the spray nozzle.
Opening claim text (preview).
The invention claimed is: 1. A method for reinforcing a structure comprising: preparing fiber-reinforced concrete comprising a cement precursor mix, water, a fluidizing agent and metal fibers, the fiber-reinforced concrete having a metal fiber content of at least 2% by volume of concrete; transporting the fiber-reinforced concrete by pumping to a spray nozzle; spraying the fiber-reinforced concrete onto a surface of the structure by the addition of a compressed air stream in the spray nozzle wherein the spray nozzle is mounted on an end of an intake pipe and comprises a triple-input intake for mixing of the fiber-reinforced concrete originating from the intake pipe with a single or dual compressed air stream, wherein pumping is carried out with a pump with twinned pistons; a flow rate of the mixture from the pump is between 2 and 10 m 3 per hour; and the spraying is performed wet by the addition of the compressed air stream with a compressed air flow rate at the spray nozzle of between 10,000 and 17,000 l/min and with an air pressure of between 5 and 11 bar. 2. The method as claimed in claim 1 , wherein the fiber-reinforced concrete has a metal fiber content of between 2 and 3.5% by volume of concrete. 3. The method as claimed in claim 1 , wherein the cement precursor mix comprises between 700 and 1000 kg of cement per m3 of mix. 4. The method as claimed in claim 1 , wherein the fiber-reinforced concrete has a water/cement weight ratio of less than 0.25. 5. The method as claimed in claim 1 , wherein the metal fibers have a greater mean dimension greater than 14 mm. 6. The method as claimed in claim 1 , wherein a working pressure of the pump is greater than 80 bar.
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