Twisted threaded reinforcing bar
View Patent ↗Techniques for reinforcing concrete using rebar are disclosed. Some example embodiments may include prestressed concrete structures reinforced by twisted, threaded reinforcing bars. An example reinforcing bar for a prestressed concrete structure may include an elongated, generally cylindrical rod; an external thread disposed on the generally cylindrical rod, the external thread formed from an elongated, generally nonlinear channel wrapped about a radial surface of the generally cylindrical rod in a generally helical fashion. A base portion of the nonlinear channel may be disposed substantially against the radial surface of the generally cylindrical rod and/or an upstanding portion of the nonlinear channel may extend generally orthogonally from the radial surface of the generally cylindrical rod.
1. A prestressed concrete structure comprising:
a hardened concrete body;
a reinforcing bar comprising a first end and a second end, at least a portion of the reinforcing bar between the first end and the second end extending at least partially through the hardened concrete body;
at least one external thread disposed on the reinforcing bar, the external thread formed from an elongated, nonlinear channel wrapped about a radial surface of the reinforcing bar in a substantially helical fashion, wherein a base portion of the nonlinear channel is disposed substantially against the radial surface of the reinforcing bar and an upstanding portion of the nonlinear channel extends generally orthogonally from the radial surface of the reinforcing bar, and wherein the base portion of the nonlinear channel increases in width along the generally cylindrical rod from the first end to the second end, the at least one external thread operatively engaged with the hardened concrete body;
a first lock operatively coupled to a first locked section of the reinforcing bar adjacent to the first end, the first lock being arranged to oppose rotation of the first locked section of the reinforcing bar relative to the hardened concrete body, wherein the first lock is configured to maintain the reinforcing bar in a torsionally stressed condition employing one of: a wrench or a ratchet, such that the at least one external thread maintains a compressive force on the hardened concrete body in a generally axial direction relative to the reinforcing bar; and
at least one plate having an internally threaded hole, wherein the plate is embedded in the hardened concrete body and engaged via the internally threaded hole with the at least one external thread of the reinforcing bar such that the at least one external thread maintains axial forces on the plate and the plate maintains compressive forces to the hardened concrete body.
2. The prestressed concrete structure of claim 1 , further comprising a lubricant radially interposing at least a portion of the threaded section and at least a portion of the hardened concrete body.
3. The prestressed concrete structure of claim 1 , further comprising:
a second lock operatively coupled to a second locked section of the reinforcing bar adjacent to the second end, the second lock being arranged to oppose rotation of the second locked section of the reinforcing bar relative to the hardened concrete body.
4. The prestressed concrete structure of claim 1 , wherein the at least one external thread has a varying pitch over at least a portion of the threaded section.
5. The prestressed concrete structure of claim 1 , further comprising a plurality of axially spaced-apart, internally threaded nuts embedded in the hardened concrete body and engaged via the internal threads of the nuts with the at least one external thread of the reinforcing bar, wherein the at least one external thread maintains axial forces on the nuts and the nuts maintain compressive forces to the hardened concrete body.
6. The prestressed concrete structure of claim 1 , wherein the first lock is embedded within the hardened concrete body.
7. A method of constructing a prestressed concrete structure, the method comprising:
disposing a reinforcing bar within a hardened concrete body, the reinforcing bar including a first end and a second end, wherein at least a portion of the reinforcing bar between the first end and the second end extends at least partially through the hardened concrete body;
forming at least one external thread on an external surface of the reinforcing bar, the external thread formed from an elongated, nonlinear channel wrapped about a radial surface of the reinforcing bar in a substantially helical fashion, wherein a base portion of the nonlinear channel is disposed substantially against the radial surface of the reinforcing bar and an upstanding portion of the nonlinear channel extends generally orthogonally from the radial surface of the reinforcing bar, and wherein the base portion of the nonlinear channel increases in width along the generally cylindrical rod from the first end to the second end, the at least one external thread operatively engaged with the hardened concrete body;
embedding at least one plate having an internally threaded hole in the hardened concrete body, wherein the plate is engaged via the internally threaded hole with the at least one external thread of the reinforcing bar such that the at least one external thread maintains axial forces on the plate and the plate maintains compressive forces to the hardened concrete body; and
coupling a first lock to the first end of the reinforcing bar, the first lock configured to oppose rotation of the first locked section of the reinforcing bar relative to the hardened concrete body, wherein the first lock is configured to maintain the reinforcing bar in a torsionally stressed condition employing one of: a wrench or a ratchet, such that the at least one external thread maintains a compressive force on the hardened concrete body in a generally axial direction relative to the reinforcing bar.
8. The method of claim 7 , further comprising radially interposing a lubricant radially on at least a portion of the at least one external thread and at least a portion of the hardened concrete body.
9. The method of claim 7 , further comprising coupling a second lock to the second end of the reinforcing bar, the second lock configured to oppose rotation of the second locked section of the reinforcing bar relative to the hardened concrete body.
10. The method of claim 7 , wherein the at least one external thread has a varying pitch over at least a portion of the threaded section.
11. The method of claim 7 , further comprising: embedding a plurality of axially spaced-apart, internally threaded nuts within the hardened concrete body, and engaging the internally threaded nuts with the at least one external thread of the reinforcing bar, wherein the at least one external thread maintains axial forces on the nuts and the nuts maintain compressive forces to the hardened concrete body.