Granted Patent B2

US 12,247,409 · App. 18/086,002 · Granted Mar 11, 2025

Inventor: David S. Jablonsky (Washington Crossing, PA)

Assignee: ALP Supply, Inc.

E04G21/142

Abstract

Claims (28)

1. An anchor for lifting precast concrete, comprising:

(a) a lifting pin having a shaft, a head positioned at an upper end of the shaft, and a foot positioned at a lower end of the shaft, wherein the head is smaller than the foot; and

(b) an annular ring having an opening in the center, and the annular ring overlays the foot of the pin, with the shaft extending through the opening, wherein the annular ring has an area that is at least 70% of an area of a hypothetical circle circumscribing the annular ring.

2. The anchor of claim 1 , wherein the annular ring has a shape selected from the group consisting of circular, elliptical, pentagonal, hexagonal and heptagonal shapes.

3. The anchor of claim 2 , wherein the annular ring has a circular or hexagonal shape.

4. The anchor of claim 1 , wherein the annular ring is circular.

5. The anchor of claim 1 , wherein the area of the annular ring is at least 75% of the area of the hypothetical circle.

6. The anchor of claim 1 , wherein the area of the annular ring is at least 80% of the area of the hypothetical circle.

7. A precast concrete structure comprising the anchor of claim 1 with the lower end of the shaft, the foot and the annular ring embedded in the concrete structure, and with the head of the anchor exposed.

8. An anchor for lifting precast concrete, the anchor comprising:

a lifting pin comprising:

a shaft defining an upper end and a lower end;

a head forming the upper end of the shaft; and

a foot forming the lower end of the shaft,

wherein the head has a diameter that is smaller than a diameter of the foot; and

an annular ring having an elliptical shape, wherein the annular ring defines a central opening extending through the annular ring, wherein the annular ring overlays the foot of the pin to be supported by the foot of the pin with the shaft extending through the opening, and wherein the annular ring has an area that is at least 75% of an area of a hypothetical circle circumscribing the annular ring.

9. The anchor of claim 8 , wherein the annular plate is welded to the foot by a spot weld or a continuous weld.

10. The anchor of claim 8 , wherein the anchor comprises a metal, and wherein the anchor is provided with a protective coating.

11. The anchor of claim 8 , wherein the annular ring has an area that is at least 80% of the area of the hypothetical circle.

12. The anchor of claim 8 , wherein the foot has a shape in the form of a frustum of a cone.

13. The anchor of claim 8 , wherein the head is cylindrical, and wherein a diameter of the opening is greater than a diameter of the head.

14. The anchor of claim 8 , wherein the annular ring is configured to pass over the head, and wherein the annular ring and the head are rotated relative to one another for the annular ring to pass over the head.

15. A precast concrete structure, comprising the anchor of claim 8 , with the lower end of the shaft, the foot and the annular ring embedded in the concrete structure, and with the head of the anchor exposed.

16. The precast concrete structure of claim 15 , wherein the precast concrete structure further comprises a steel bar, welded-wire mesh, pre-tensioned cable, or post-tensioned cable in proximity to the anchor.

17. The anchor of claim 8 , wherein the lifting pin is forged.

18. The anchor of claim 8 , wherein a diameter of the head is less than a diameter of the foot.

19. The anchor of claim 8 , wherein a planar extent of the annular ring is aligned perpendicular to the shaft.

20. The anchor of claim 19 , wherein the foot has a frustum shape, and wherein the annular ring is welded to the foot.

Assignments (1)

Continuity (2)

References Cited (26)