Ultra-high strength weathering steel piles and structural foundations with bending resistance

US11846004B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-11846004-B2
Application numberUS-202016984475-A
CountryUS
Kind codeB2
Filing dateAug 4, 2020
Priority dateSep 19, 2019
Publication dateDec 19, 2023
Grant dateDec 19, 2023

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  1. Title

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  2. Abstract

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  3. Assignees and inventors

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  4. Key dates

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  5. First independent claim

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  6. CPC / IPC classifications

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

Disclosed herein is a light-gauge, ultra-high strength weathering steel pile for use as a steel foundation in structures such as, for example, solar arrangements. The light-gauge, ultra-high strength weathering steel pile comprises a thickness of 2.5 mm or less that has been cold roll formed into a steel pile having a web and a pair of opposing flanges, each having discontinuities formed therein. The steel pile further comprises a yield strength of between 700 and 1600 MPa, a tensile strength of between 1000 and 2100 MPa, and an elongation of between 1% and 10%.

First claim

Opening claim text (preview).

What is claimed is: 1. A cold-formed ultra-high strength weathering steel pile made from a continuously cast hot rolled steel strip, the cold-formed ultra-high strength weathering steel pile comprising: a cold-formed web and a pair of cold-formed opposing flanges, each having discontinuities formed therein, an as-cast thickness of about 2.5 mm or less, having martensite formed from prior austenite grain sizes of at least 100 μm, and having a composition comprising, by weight, (i) between 0.20% and 0.35% carbon, less than 1.0% chromium, between 0.7% and 2.0% manganese, between 0.10% and 0.50% silicon, between 0.1% and 1.0% copper, less than or equal to 0.12% niobium, less than 0.5% molybdenum, between 0.5% and 1.5% nickel, and silicon killed containing less than 0.01% aluminum, and (ii) the remainder iron and impurities resulting from melting; the pile having a microstructure of at least 75% by volume martensite and having a corrosion index of 6.0 or greater, a yield strength of between 700 and 1600 MPa, a tensile strength of between 1000 and 2100 MPa, and an elongation of between 1% and 10%. 2. A solar arrangement comprising: a cold-formed ultra-high strength weathering steel pile made from a continuously cast hot rolled steel strip, the cold-formed ultra-high strength weathering steel pile comprising: a cold-formed web and a pair of cold-formed opposing flanges, each having discontinuities formed therein, an as-cast thickness of about 2.5 mm or less, having martensite formed from prior austenite grain sizes of at least 100 μm, and having a composition comprising: (i) by weight, between 0.20% and 0.35% carbon, less than 1.0% chromium, between 0.7% and 2.0% manganese, between 0.10% and 0.50% silicon, between 0.1% and 1.0% copper, less than or equal to 0.12% niobium, less than 0.5% molybdenum, between 0.5% and 1.5% nickel, and silicon killed containing less than 0.01% aluminum, and (ii) the remainder iron and impurities resulting from melting; the cold-formed ultra-high strength weathering steel pile having a microstructure of at least 75% by volume martensite and having a corrosion index of 6.0 or greater, a yield strength of between 700 and 1600 MPa, a tensile strength of between 1000 and 2100 MPa, and an elongation of between 1% and 10%; and wherein a partial length of the cold-formed ultra-high strength weathering steel pile is driven into a ground surface and one or more solar cells are supported above the ground surface by the cold-formed ultra-high strength weathering steel pile. 3. A cold-formed ultra-high strength weathering steel pile made from a continuously cast hot rolled steel strip, the cold-formed ultra-high strength weathering steel pile comprising: a cold-formed web and a pair of cold-formed opposing flanges, each having discontinuities formed therein, an as-cast thickness of about 2.5 mm or less, having a composition comprising: (i) by weight, between 0.20% and 0.35% carbon, less than 1.0% chromium, between 0.7% and 2.0% manganese, between 0.10% and 0.50% silicon, between 0.1% and 1.0% copper, less than or equal to 0.12% niobium, less than 0.5% molybdenum, silicon killed containing less than 0.01% aluminum, and an amount of nickel sufficient for shifting a peritectic point away from the carbon region and/or increasing a transition temperature of the peritectic point to form a carbon alloy steel strip having the microstructure of at least 75% by volume martensite, and (ii) the remainder iron and impurities resulting from melting, and having martensite formed from prior austenite grain sizes of at least 100 μm, a corrosion index of 6.0 or greater, a yield strength of between 700 and 1600 MPa, a tensile strength of between 1000 and 2100 MPa, and an elongation of between 1% and 10%. 4. The cold-formed ultra-high strength weathering steel pile of claim 1 where the discontinuity of the web is a V-shaped transition. 5. The cold-formed ultra-high strength weathering steel pile of claim 1 where a height of the pile extending the web is between 4 and 12 inches and the width of the pile extending each flange of the pair of opposing flanges is between 2 and 8 inches. 6. The cold-formed ultra-high strength weathering steel pile of claim 1 where the as-cast thickness is 2.0 mm or less. 7. The cold-formed ultra-high strength weathering steel pile of claim 1 where the as-cast thickness is 1.6 mm or less. 8. The cold-formed ultra-high strength weathering steel pile of claim 1 where the discontinuity of the web is one or more corrugations that are arcs. 9. The cold-formed ultra-high strength weathering steel pile of claim 1 where the discontinuity of the web is one or more corrugations that are true arcs. 10. The cold-formed ultra-high strength weathering steel pile of claim 1 where the arcs include one or more flats that are at least 1× the thickness. 11. The cold-formed ultra-high strength weathering steel pile of claim 1 comprising a completed austenite grain transformation. 12. The cold-formed ultra-high strength weathering steel pile of claim 4 where the V-shaped transition is centrally positioned on the web relative a height of the pile and the pile forms a M-Channel. 13. The cold-formed ultra-high strength weathering steel pile of claim 4 where the discontinuity of each flange of the pair of opposing flanges is a corrugation that is an arc. 14. The cold-formed ultra-high strength weathering steel pile of claim 4 where the discontinuity of each flange of the pair of opposing flanges is a corrugation that is a true arc. 15. The cold-formed ultra-high strength weathering steel pile of claim 4 further comprising a triple edge. 16. The cold-formed ultra-high strength weathering steel pile of claim 12 where the discontinuity of each flange of the pair of opposing flanges is a V-shaped transition. 17. The cold-formed ultra-high strength weathering steel pile of claim 16 where the V-shaped transition of each flange of the pair of opposing flanges is centrally positioned on each flange relative the width of the pile. 18. The cold-formed ultra-high strength weathering steel pile of claim 13 where the arc of each flange of the pair of opposing flanges is centrally positioned on each flange relative the width of the pile. 19. The cold-formed ultra-high strength weathering steel pile of claim 13 where the arc of each flange of the pair of opposing flanges include one or more flats that are at least 1× the thickness. 20. The cold-formed ultra-high strength weathering steel pile of claim 10 where the web comprises two corrugations that are arcs that are evenly spaced on the web relative a height of the pile. 21. The cold-formed ultra-high strength weathering steel pile of claim 10 where the discontinuity of each flange is one or more corrugations that are arcs. 22. The cold-formed ultra-high strength weathering steel pile of claim 21 where the one or more corrugations of the flanges are centrally positioned on each flange relative the width of the pile. 23. The cold-formed ultra-high strength weathering steel pile of claim 22 where a height of the pile extending the web is between 4 and 12 inches and the width of the pile extending each flange of the pair of opposing flanges is between 2 and 8 inches. 24. The cold-formed ultra-high strength weathering steel pile of claim 22 where each flange comprises a return lip. 25. The cold-formed ultra-high strength weathering steel pile of claim 24 where each

Assignees

Inventors

Classifications

  • during manufacturing of plates or strips (C21D8/12 takes precedence) · CPC title

  • C21D9/52Primary

    for wires; for strips {; for rods of unlimited length} · CPC title

  • by heating the blank or stamping associated with heat treatment (C21D takes precedence) · CPC title

  • containing Cr and Ni · CPC title

  • containing Mn · CPC title

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What does patent US11846004B2 cover?
Disclosed herein is a light-gauge, ultra-high strength weathering steel pile for use as a steel foundation in structures such as, for example, solar arrangements. The light-gauge, ultra-high strength weathering steel pile comprises a thickness of 2.5 mm or less that has been cold roll formed into a steel pile having a web and a pair of opposing flanges, each having discontinuities formed therei…
Who is the assignee on this patent?
Nucor Corp
What technology area does this patent fall under?
Primary CPC classification C21D9/52. Mapped technology areas include Chemistry & Metallurgy.
When was this patent published?
Publication date Tue Dec 19 2023 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 12 related publications on this page (citations in our corpus or others sharing the same primary CPC).