Composite column formwork and method of use

1. A drilled pier formwork comprising:

an external fiberglass container having an interior surface and an exterior surface;

a plurality of horizontally coplanar support chairs bonded to the interior surface;

a closed tie bonded to each horizontally coplanar support chair, of the plurality of horizontally coplanar support chairs;

each horizontally coplanar support chair, of the plurality of horizontally coplanar support chairs, further comprises a semicircular ring, terminating at a first end and a second end, the first end and the second end each bonded to the interior surface; and,

each longitudinal rebar reinforcement, of a plurality of longitudinal rebar reinforcements, bonded to the closed tie.

2. The drilled pier formwork of claim 1 wherein the plurality of horizontally coplanar support chairs, the closed tie and the plurality of longitudinal rebar reinforcements are formed of a composite fiberglass material.

3. The drilled pier formwork of claim 1 wherein the plurality of horizontally coplanar support chairs is evenly angularly dispersed on the interior surface at a dispersion angle.

4. The drilled pier formwork of claim 3 wherein the dispersion angle is one of a group of about 30°, about 60°, about 90°, about 120° and about 180°.

5. The drilled pier formwork of claim 3 wherein the external fiberglass container is:

a first length;

each longitudinal rebar reinforcement, of the plurality of longitudinal rebar reinforcements, is a second length; and,

the second length is greater than the first length.

6. The drilled pier formwork of claim 1 wherein the external fiberglass container is cylindrical.

7. The drilled pier formwork of claim 1 wherein the external fiberglass container is rectangular.

8. The drilled pier formwork of claim 1 further comprising:

a plurality of horizontally coplanar external ribs, bonded to the exterior surface.

9. The drilled pier formwork of claim 8 further comprising:

a fireproof layer deposited on the exterior surface and supported by the plurality of horizontally coplanar external ribs.

10. The drilled pier formwork of claim 1 further comprising:

a plurality of longitudinal corner braces attached to the interior surface and adjacent the closed tie.

11. The drilled pier formwork of claim 1 wherein the exterior surface is textured.

12. A composite drilled pier comprising:

an external fiberglass container having an interior surface and an exterior surface;

a plurality of horizontally coplanar support chairs bonded to the interior surface;

a closed tie bonded to each horizontally coplanar support chair, of the plurality of horizontally coplanar support chairs;

each horizontally coplanar support chair, of the plurality of horizontally coplanar support chairs, comprises a semicircular ring having two ends, wherein each end of the two ends is bonded to the interior surface;

each longitudinal rebar reinforcement, of a plurality of longitudinal rebar reinforcements, bonded to the closed tie; and,

a cured concrete filling, within the external fiberglass container, surrounding the plurality of horizontally coplanar support chairs, the closed tie and the plurality of longitudinal rebar reinforcements.

13. The composite drilled pier of claim 12 wherein the plurality of horizontally coplanar support chairs, the closed tie and the plurality of longitudinal rebar reinforcements are formed of a composite fiberglass material.

14. The composite drilled pier of claim 12 wherein the plurality of horizontally coplanar support chairs is evenly angularly dispersed on the interior surface at a dispersion angle.

15. The composite drilled pier of claim 14 wherein the dispersion angle is one of a group of about 30°, about 60°, about 90°, about 120° and about 180°.

16. The composite drilled pier of claim 14 wherein the external fiberglass container is:

a first length;

each longitudinal rebar reinforcement of the plurality of longitudinal rebar reinforcements is a second length; and,

the second length is greater than the first length.

17. A method of forming a stay in place column comprising:

providing an external fiberglass container having an interior surface and an exterior surface forming a void;

providing a plurality of horizontally coplanar support chairs bonded to the interior surface;

providing a closed tie bonded to each horizontally coplanar support chair, of the plurality of horizontally coplanar support chairs;

providing each horizontally coplanar support chair, of the plurality of horizontally coplanar support chairs, with a semicircular ring having a pair of ends, where each end of the pair of ends is fixed to the interior surface;

providing each longitudinal rebar reinforcement, of a plurality of longitudinal rebar reinforcements, be bonded to the closed tie;

filling the void with concrete;

allowing the concrete to cure; and,

allowing the external fiberglass container to remain in place.

18. The method of claim 17 further comprising:

providing a plurality of horizontally coplanar external ribs, bonded to the exterior surface.

19. The method of claim 18 further comprising:

applying a fireproof layer to the exterior surface.

20. The method of claim 17 further comprising:

providing the plurality of longitudinal rebar reinforcements in a fiberglass material.