Couplings for concrete reinforcement bars
AssigneeRichmond Screw Anchor Co., Inc.
InventorHarry B. Lancelot
Life of this patent
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AssigneeRichmond Screw Anchor Co., Inc.
InventorHarry B. Lancelot
Estimating the term…
The threaded end of a concrete reinforcement bar is enlarged in diameter so that the thread bottom exceeds the diameter of the surface ribs of the rebar. A coupler sleeve can then be advanced past the end threading and over the rib area, until the rebar end protrudes from the coupler sleeve. This allows splicing of two rebars without axially turning either rebar. Alternatively, the thread bottom does not exceed the maximum diameter of the rib deformations of the rebar but an immediately adjacent rib segment is flattened without removing rib material to preserve the net cross-sectional area of the rebar and maintain the tensile strength of the rebar. A pilot nose of reduced diameter leads the threaded portion into the female thread to facilitate thread alignment and can support a free standing rebar on a female coupling before engaging the threads.
In a structural reinforcement bar for embedding in pored concrete construction of the type having a cylindrical bar body of nominal diameter with raised deformations extending on said body between two opposite bar ends, the improvement comprising:
A three-piece splice between adjacent ends of two structural reinforcement bars for embedding in poured concrete construction, each bar having a cylindrical body of nominal diameter with raised deformations on said body intermediate two opposite ends, comprising:
A three-piece splice between adjacent ends of two structural reinforcement bars for embedding in poured concrete construction, each bar having a cylindrical body of nominal diameter with raised deformations on said body intermediate two opposite ends, comprising:
A method for clearing a construction site of reinforcement bars comprising the steps of:
Dependencies are inferred from the claim text.