Reinforcement bar and method for manufacturing same

1. A set of reinforcement bars for reinforcement of concrete structures, comprising:

a plurality of reinforcement bars that are configured to be mixed together in random orientations with green concrete, wherein the reinforcement bars each comprise

at least one fiber bundle comprising a plurality of substantially parallel fibers, being made of basalt, carbon, or glass fiber, and being embedded in a cured matrix,

wherein each of the fibers of each of the at least one fiber bundle has a cylindrical shape and a cross section, the cross section being circular or oval, and

one or more strings of an elastic or inelastic, tensioned material helically wound around the at least one fiber bundle of the fibers prior to a curing stage of the matrix in which the at least one fiber bundle is embedded,

wherein the one or more strings maintain the fibers in a substantially parallel state during the curing stage and deform at least a portion of an external surface of the at least one fiber bundle prior to or during the curing stage of the matrix to such that the one or more strings form longitudinally-arranged helical indents extending in a longitudinal direction along the length of the bar and the external surface of the at least one fiber bundle is an uneven external surface due to the helical indents formed by the one or more strings,

wherein the reinforcement bars each have a length in the range of 20 mm to 200 mm, and a diameter in the range of 0.3 mm to 3 mm,

wherein the reinforcement bars each have a roughened surface shape and/or texture which contributes to bonding with the concrete structures when in a hardened or cured state,

wherein a higher tension is applied to the string than the bundle, thereby providing a twist in the bundle.

2. The set of reinforcement bars according to claim 1 , wherein the one or more strings of each of the plurality of reinforcement bars comprise two or more strings that are helically wound in opposite directions around the at least one fiber bundle of each of the plurality of reinforcement bars.

3. The set of reinforcement bars according to claim 1 , wherein, for each of the plurality of reinforcement bars, the helical indents formed by the one or more strings have a pitch length in the range of 10 mm to 22 mm.

4. The set of reinforcement bars according to claim 3 , wherein, for each of the plurality of reinforcement bars, the pitch length of the helical indents formed by the one or more strings is 17 mm.

5. A concrete structure comprising:

concrete having a grade of concrete and aggregate size; and

the set of reinforcement bars according to claim 3 ,

wherein the pitch length of the helical indents is matched with the grade of concrete and aggregate size.

6. The set of reinforcement bars according to claim 1 , wherein the roughened surface shape and/or texture comprises the helical indents, wherein the helical indents are configured to form a bonding effect with the concrete structures.

7. The set of reinforcement bars according to claim 1 , wherein, for each of the plurality of reinforcement bars, the helical indents formed by the one or more strings extend circumferentially continuously along the entire length of the bar.

8. The set of reinforcement bars according to claim 1 , wherein the fibers are continuous along the length of each of the reinforcement bars.

9. The set of reinforcement bars according to claim 1 , wherein the one or more strings are under a higher tension than the at least one fiber bundle in the curing stage and until the matrix is cured and hardened.

10. A green concrete mixture comprising:

green concrete; and

the set of reinforcement bars according to claim 1 ,

wherein the plurality of reinforcement bars are evenly mixed and randomly orientated in the concrete.