Anchors for precast concrete and precast concrete having anchors
Anchors and precast concrete structures including anchors are provided. An anchor includes a disk having a first dimension D 1 , a second dimension D 2 and a first aspect ratio [D 1 /D 2 ], wherein D 1 and D 2 are oriented perpendicular with respect one another, and wherein the first aspect ratio [D 1 /D 2 ] is in a range between and including 0.75 and 1.25; and a head extending from a generally central portion of the disk in a direction generally perpendicular to D 1 and D 2 , the head having a third dimension D 3 , a fourth dimension D 4 and a second aspect ratio [D 3 /D 4 ], wherein D 3 and D 4 are oriented perpendicular with respect to one another, wherein D 3 is parallel with respect to D 2 and D 4 is parallel with respect to D 1 , and wherein the second aspect ratio [D 3 /D 4 ] is less than 0.5.
1. An anchor for lifting precast concrete, the anchor comprising:
a disk having a first dimension D 1 , a second dimension D 2 and a first aspect ratio [D 1 /D 2 ], wherein D 1 and D 2 are oriented perpendicular with respect to one another, and wherein the first aspect ratio [D 1 /D 2 ] is in a range between and including 0.75 and 1.25; and
a head extending from a generally central portion of the disk in a direction generally perpendicular to D 1 and D 2 , the head having a third dimension D 3 , a fourth dimension D 4 and a second aspect ratio [D 3 /D 4 ], wherein D 3 and D 4 are oriented perpendicular with respect to one another, wherein D 3 is parallel with respect to D 2 and D 4 is parallel with respect to D 1 , wherein the second aspect ratio [D 3 /D 4 ] is less than 0.5, wherein the head defines a height H, wherein H/D 1 or H/D 2 is less than 1.75,
wherein the anchor defines a maximum load capacity C, as measured in a precast concrete structure, and wherein C/H is at least 6750 lbs/inch with the anchor spaced apart from any reinforcing material in the precast concrete structure.
2. The anchor of claim 1 , wherein the disk comprises an outer edge having a continuously arcuate shape as seen from a top view of the anchor.
3. The anchor of claim 2 , wherein the disk defines an arcuate shape as seen from a top view of the anchor, and wherein the head defines a polygonal shape as seen from a top view of the anchor.
4. The anchor of claim 1 , wherein D 3 and D 4 are substantially constant along at least 80% of a height of the head.
5. The anchor of claim 1 , wherein the disk defines a constant thickness.
6. The anchor of claim 1 , wherein the head extends from the disk to an end, wherein the end defines a flat surface perpendicular to the height H, and wherein the flat surface is separated from opposite side surfaces of the head by chamfered portions, the chamfered portions directly abutting the flat surface and the side surfaces.
7. The anchor of claim 1 , wherein the first aspect ratio [D 1 /D 2 ] is approximately 1.0.
8. The anchor of claim 4 , wherein the second aspect ratio [D 3 /D 4 ] is in a range between and including 0.2 and 0.45.
9. The anchor of claim 1 , wherein a third aspect ratio [D 1 /D 4 ] is in a range between and including 1.5 and 2.5, and wherein a fourth aspect ratio [D 2 /D 3 ] is in a range between and including 4.5 and 8.0.
10. The anchor of claim 1 , wherein the head is coupled to the disk at a welded interface.
11. A precast concrete structure comprising:
a concrete body; and
an anchor comprising:
a disk having a first dimension D 1 , a second dimension D 2 and a first aspect ratio [D 1 /D 2 ], wherein D 1 and D 2 are oriented perpendicular with respect to one another, and wherein the first aspect ratio [D 1 /D 2 ] is in a range between and including 0.75 and 1.25; and
a head extending from a generally central portion of the disk in a direction generally perpendicular to D 1 and D 2 , the head having a third dimension D 3 , a fourth dimension D 4 and a second aspect ratio [D 3 /D 4 ], wherein D 3 and D 4 are oriented perpendicular with respect to one another, wherein D 3 is parallel with respect to D 2 and D 4 is parallel with respect to D 1 , and wherein the second aspect ratio [D 3 /D 4 ] is less than 0.5,
wherein the disk is disposed within the concrete body,
wherein a first portion of the head is disposed within the concrete body,
wherein a second portion of the head is exposed from the concrete body, and
wherein the anchor defines a maximum load capacity C, as measured in a precast concrete structure, wherein the anchor defines a height H, and wherein C/H is at least 6750 lbs/inch with the anchor spaced apart from any reinforcing material in the precast concrete structure.
12. The precast concrete of claim 11 , wherein the disk comprises an outer edge having a continuously arcuate shape as seen from a top view.
13. The precast concrete structure of claim 11 , wherein the disk comprises a uniform thickness, and wherein the head is coupled to the disk at a welded interface.
14. The precast concrete structure of claim 11 , wherein the disk comprises a first surface and a second surface spaced apart from one another by a thickness of the disk, wherein the head extends from the first surface, and wherein the second surface of the disk abuts a low density member embedded in the concrete body.
15. The precast concrete structure of claim 11 , wherein the second portion of the head defines a flat surface perpendicular to the height H, and wherein the flat surface is separated from opposite side surfaces of the head by chamfered portions, the chamfered portions directly abutting the flat surface and the side surfaces.
16. The precast concrete structure of claim 11 , wherein a third aspect ratio [D 1 /D 4 ] is in a range between and including 1.5 and 2.5, and wherein a fourth aspect ratio [D 2 /D 3 ] is in a range between and including 4.5 and 8.0.
17. The precast concrete structure of claim 11 , wherein D 3 and D 4 are substantially constant along at least 80% of a height of the head.