METHOD AND ARRANGEMENT FOR CURVED CONNECTORS

1 . A curved connector to connect at least two precast decks of a precast foundation, the curved connector comprising:

a curved shaft having opposing first and second ends;

at least one bar anchor for coupling to at least one of the first and second ends and configured to provide a rigid moment connection between the at least two precast decks of the precast foundation; and

at least one connector bolt configured to compress the at least one bar anchor towards a center of the curved shaft.

2 . The curved connector of claim 1 , wherein the rigid moment connection is provided between the at least two precast decks that are arranged transversely with respect to each other.

3 . The curved connector of claim 1 , wherein a prong of the at least one bar anchor reaches a bottom fiber of the at least two precast decks that facilitates the curved connector to provide the rigid moment connection between the at least two precast decks.

4 . The curved connector of claim 1 , wherein the curved connector is configured to secure the at least two precast decks from forces which twist or rotate one precast deck from an adjacent precast deck, and from compression and tension forces.

5 . The curved connector of claim 1 , wherein the curved connector is configured to provide the rigid moment connection between the at least two precast decks over pre-installed one or more piers, and wherein the pre-installed one or more piers are helical in shape.

6 . A method for connecting at least two precast decks of a precast foundation, the method comprising:

providing a rigid moment connection, via at least one bar anchor of a curved connector, between the at least two precast decks of the precast foundation, wherein the at least two precast decks are arranged transversely with respect to each other; and

applying compressive pressure, via at least one connector bolt of the curved connector, on a grouted joint of the at least two precast decks, wherein the at least one connector bolt is torqued using at least one nut of the curved connector.

7 . The method of claim 6 , wherein applying the compressive pressure on the grouted joint of the at least two precast decks comprises applying at least a pre-determined pressure to provide shear key resistance and weatherproofing.

8 . The method of claim 6 , wherein providing the rigid moment connection between the at least two precast decks of the precast foundation comprises installing the at least one bar anchor of the curved connector from top of the at least two precast decks emulating bottom reinforcement continuity of the at least two precast decks.

9 . The method of claim 6 , wherein providing the rigid moment connection between the at least two precast decks of the precast foundation comprises securing the at least two precast decks from forces that twist or rotate one precast deck relative to an adjacent precast deck, and from compression and tension forces.

10 . The method of claim 6 , wherein providing the rigid moment connection between the at least two precast decks of the precast foundation comprises providing the rigid moment connection over pre-installed one or more piers.

11 . The method of claim 10 , wherein the pre-installed one or more piers are helical in shape.

12 . The method of claim 10 , wherein the at least two precast decks are prestressed prior to the placement of the at least two precast decks over the pre-installed one or more piers.

13 . A deck structure comprising:

a foundation comprising:

a first section having a first surface configured to support a first deck;

a second section having a second surface configured to support a second deck longitudinally spaced from the first deck, the first and second sections coupled by a joint; and

a curved connector embedded within the first and second sections and extending across the joint, thereby forming a moment connection between the first and second sections.

14 . The deck structure of claim 13 , wherein the joint is fully grouted.

15 . The deck structure of claim 14 , wherein the curved connector comprises:

a curved shaft having opposing first and second ends; and

first and second bar anchors coupled to the first and second ends, respectively, the first and second bar anchors configured to be forcibly urged towards a center of the curved shaft, thereby compressing the joint.

16 . The deck structure of claim 15 , further comprising first and second nuts, wherein the first and second ends are threaded for receiving the first and second nuts, respectively, such that when the first and second nuts are torqued, the first and second bar anchors are urged towards each other.

17 . The deck structure of claim 16 , wherein openings from the first and second surfaces to the first and second ends are fully grouted.

18 . The deck structure of claim 16 , wherein each of the first and second bar anchors comprises a corresponding plate coupled to the curved shaft by a corresponding one of the first and second nuts, one or more prongs that extend from the plate at an oblique angle to the first and second surfaces, each of the one or more prongs having a foot that extends substantially parallel to the first and second surfaces.

19 . The deck structure of claim 16 , wherein the foundation further comprises fiber concrete.

20 . The deck structure of claim 16 , wherein the grout bulges at an intersection of the curved shaft and the joint.

21 . The deck structure of claim 18 , wherein each of first and second plates are embedded within the foundation at four quadrants.

22 . The deck structure of claim 15 , wherein the foundation further comprises a shear key opposite the first and second surfaces.