Laser configured hook column anchors and anchoring systems utilizing the same
A high-strength laser configured column anchor and anchoring system is disclosed. The high-strength column anchor provides high-strength pullout resistance when embedded within the wall bed joint. Specially-configured apertures, edging and dimension restrictions provide for flow-through mortar embedment within the wall bed joint. The edging provides irregular and regular patterns ensuring a secure fit within the bed joint. The column anchors include a hook attachment portion for secure attachment to the column flanges and optionally include a securement bar or clamp to further secure the column anchor to the column flanges.
1. A column anchor for anchoring a wall and adjacent building columns, each of the building columns having a central web disposed substantially parallel to the face plane of the wall and two parallel flanges disposed substantially perpendicular to the face plane of the wall, the wall having bed joints of mortar between volumetric construction units (VCU's), the column anchor comprising:
a unitary plate member having a thickness, the plate member comprising:
a horizontal insertion portion at one end thereof, the insertion portion being sized and shaped for insertion in a bed joint of the wall and having one or more apertures therethrough disposed to permit the mortar of the bed joint to flow through and surround the plate member, the one or more apertures being defined by an interior edge having a saw tooth pattern extending along opposing sides of the one or more apertures; and,
an attachment portion at the end of the plate member opposite the insertion portion and configured to anchor the wall to one of the building columns, the attachment portion comprising a first planar portion having a vertical major surface and a second planar portion having a vertical major surface in opposed facing relation with the vertical major surface of the first planar portion;
whereby mortar is capable of surrounding and flowing through the one or more apertures to provide a column anchor with high pullout resistance.
2. The column anchor of claim 1 wherein the insertion portion further comprises a peripheral edge portion irregularly patterned to resist pullout from the bed joint.
3. The column anchor of claim 1 wherein the insertion portion further comprises a peripheral edge portion with a regularly patterned edge to resist pullout from the bed joint.
4. The column anchor of claim 3 wherein the regularly patterned edge is a saw tooth pattern.
5. The column anchor of claim 1 wherein the second planar portion comprises a hook portion configured to surround an edge of one of the flanges of the building column.
6. The column anchor of claim 5 wherein the attachment portion further comprises a rotated portion contiguous with the insertion portion, the rotated portion enabling the insertion portion to maintain parallelism with the bed joint.
7. The column anchor of claim 5 , wherein the hook portion extends toward the insertion portion.
8. The column anchor of claim 1 , wherein the one or more apertures of the insertion portion are each defined by an edge having a saw tooth pattern.
9. A column anchor for connecting a wall and adjacent building columns, each of the building columns has a central web disposed substantially parallel to the face plane of the wall and two parallel flanges disposed substantially perpendicular to the face plane of the wall, the wall having bed joints of mortar between volumetric construction units (VCU's), the column anchor comprising:
a plate member having a thickness, the plate member comprising:
a horizontal insertion portion at one end thereof, the insertion portion being sized and shaped for insertion in a bed joint of the wall and having one or more apertures therethrough disposed to permit the mortar of the bed joint to flow through and surround the plate member, the one or more apertures being defined by an interior edge having a saw tooth pattern extending along opposing sides of the one or more apertures;
a rotated portion contiguous with the insertion portion and enabling the insertion portion to maintain parallelism with the bed joint; and,
an attachment portion at the end of the plate member opposite the insertion portion and contiguous with the rotated portion, the attachment portion being configured to engage one of the building columns to connect the wall to the building column, the attachment portion comprising a first planar portion contiguous with the rotated portion and having a vertical major surface and a second planar portion contiguous with the first planar portion and having a vertical major surface in opposed facing relation with the vertical major surface of the first planar portion;
whereby mortar is capable of surrounding and flowing through the one or more apertures to provide a column anchor with high-pullout resistance.
10. The column anchor of claim 9 wherein the second planar portion comprises a hook portion configured to surround an edge of one of the flanges of the building column.
11. The column anchor of claim 10 wherein the insertion portion further comprises a peripheral edge portion irregularly patterned to resist pullout from the bed joint.
12. The column anchor of claim 10 wherein the insertion portion further comprises a peripheral edge portion with a regularly patterned edge to resist pullout from the bed joint.
13. The column anchor of claim 12 wherein the regularly patterned edge is a saw tooth pattern.
14. The column anchor of claim 10 , wherein the hook portion extends toward the insertion portion.
15. The column anchor of claim 9 , wherein the one or more apertures of the insertion portion are each defined by an edge having a saw tooth pattern.
16. The column anchor of claim 9 , wherein the plate member is a unitary construct.
17. A column anchor for anchoring a wall and adjacent building columns, each of the building columns having a central web disposed substantially parallel to the face plane of the wall and two parallel flanges disposed substantially perpendicular to the face plane of the wall, the wall having bed joints of mortar between volumetric construction units, the column anchor comprising:
a unitary plate member having a thickness, the unitary plate member comprising:
a horizontal insertion portion sized and shaped to be received in a bed joint of the wall and having a patterned edge portion configured to resist pullout from the bed joint, the insertion portion having at least one aperture extending therethrough, the at least one aperture being defined by an interior edge having a saw tooth pattern extending along opposing sides of the at least one aperture;
a rotated portion contiguous with the insertion portion and medial the plate member; and
an attachment portion contiguous with the rotated portion and positioned opposite the insertion portion, the attachment portion including a hook portion extending toward the insertion portion, the hook portion being configured to surround an edge of one of the flanges of the building column to connect the wall to the building column.
18. The column anchor of claim 17 , wherein the attachment portion comprises a first planar portion contiguous with the rotated portion and having a vertical major surface and a second planar portion contiguous with the first planar portion and having a vertical major surface in opposed facing relation with the vertical major surface of the first planar portion.
19. The column anchor of claim 17 , wherein the one or more apertures of the insertion portion are each defined by an edge having a saw tooth pattern.
20. The column anchor of claim 17 , wherein the thickness of the plate member extends in a first direction at the insertion portion and extends in a second direction generally perpendicular to the first direction at the attachment portion.