High strength rebar
Abstract
A high mechanical strength reinforcement steel comprising, in addition to iron, at most about 0.5% by weight carbon, at most about 0.5% by weight vanadium and/or niobium, and the usual residual elements of scrap steel. A method of reinforcing a dwelling from damage resulting from seismic activity, the method comprising providing, as a component of the dwelling, at least one rebar of a composition comprising, in addition to iron, at most about 0.5% by weight carbon, at most about 0.5% by weight vanadium and/or niobium, at most 1.7% by weight of manganese, at most 0.5% by weight of silicon, and the usual residual elements of scrap steel.
Claims
exact text as granted — not AI-modifiedWe claim:
1 . A high mechanical strength reinforcement steel consisting essentially of, in addition to iron: at most about 0.5% by weight carbon; at most about 0.5% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
2 . A high mechanical strength reinforcement steel of claim 1 , consisting essentially of, in addition to iron: at least about 0.1% and at most about 0.5% by weight carbon; at least about 0.1% and at most about 0.5% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
3 . A high mechanical strength reinforcement steel of claim 1 , consisting essentially of, in addition to iron: at most about 0.4 wt % carbon; at most about 0.3% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
4 . A high mechanical strength reinforcement steel of claim 1 , consisting essentially of, in addition to iron: between 0.3-0.4 wt % carbon; at most about 0.2% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
5 . A high mechanical strength reinforcement steel of claim 1 , consisting essentially of, in addition to iron: at most about 0.5% by weight carbon; at most about 0.5% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and usual residual elements of scrap steel of at most about 0.05% by weight of molybdenum; at most about 0.7% by weight of copper and/or nickel; at most about 0.1% by weight of phosphorous and/or sulfur; at most 500 ppm of nitrogen.
6 . A reinforcing bar having the composition of claim 1 .
7 . The reinforcing bar of claim 6 , wherein the rod is of a size between size #3 rebar to size #18 rebar with a yield strength of at least 90 ksi, preferably a rebar of size #5 or size #6 with a yield strength of at least 90 ksi.
8 . A concrete form comprising at least one rebar having a composition defined by claim 1 .
9 . A method of fabricating a high strength rebar, the method comprising
providing a scrap metal melt comprising substantially iron and residual elements; analyzing a sample of the scrap metal melt; adjusting the elemental composition of the scrap metal melt based on the analysis wherein the adjusted composition provides a size #3 rebar to size #18 rebar, with a yield strength of at least 90 ksi.
10 . The method of claim 9 , wherein the melt is adjusted to a composition consisting essentially of, in addition to iron: at most about 0.5% by weight carbon; at most about 0.5% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
11 . The method of claim 9 , wherein the melt is adjusted to a composition consisting essentially of, in addition to iron: at least about 0.1% and at most about 0.4% by weight carbon; at least about 0.1% and at most about 0.5% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
12 . The method of claim 9 , wherein the melt is adjusted to a composition consisting essentially of, in addition to iron: at most about 0.4 wt % carbon; at most about 0.3% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
13 . The method of claim 9 , wherein the melt is adjusted to a composition consisting essentially of, in addition to iron: between 0.3-0.4 wt % carbon; at most about 0.2% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
14 . The method of claim 9 , further comprising hot rolling the melt.
15 . A method of reinforcing a dwelling from damage resulting from seismic activity, the method comprising;
providing, as a component of the dwelling, at least one rebar of a composition consisting essentially of, in addition to iron: at most about 0.5% by weight carbon; at most about 0.5% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
16 . The method of claim 15 , wherein the rebar composition consists essentially of, in addition to iron: at least about 0.1% and at most about 0.5% by weight carbon; at least about 0.1% and at most about 0.5% by weight vanadium and/or niobium; at most about 1.7% by weight of manganese; at most about 0.5% by weight of silicon; and the usual residual elements of scrap steel.
17 . The method of claim 15 , wherein the rebar composition consisting essentially of, in addition to iron: at most about 0.4 wt % carbon; at most about 0.3% by weight vanadium and/or niobium; and the usual residual elements of scrap steel.
18 . The method of claim 15 , wherein the rebar composition consisting essentially of, in addition to iron: between 0.3-0.4 wt % carbon; at most about 0.2% by weight vanadium and/or niobium; and the usual residual elements of scrap steel.
19 . The method of claim 15 , wherein the component of the dwelling comprises a concrete construction element comprising the at least one rebar.
20 . The method of claim 15 , wherein the rebar is of size of one of size #3 rebar to size #18 rebar, with a yield strength of at least 90 ksi, preferably a rebar of size #5 or size #6 with a yield strength of at least 90 ksi.Join the waitlist — get patent alerts
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