Form bracket for concrete panel form
A form bracket for supporting a wall of a concrete panel form at a casting slab includes a first planar member having a lower surface configured to engage a casting slab. A second planar member is coupled with the first planar member. The second planar member has a front surface disposed perpendicular to the lower surface of the first planar member and configured to engage a wall of a concrete panel form. In some implementations, the first and second planar members have different dimensions so as to be capable of being reoriented to accommodate different sized walls. A pair of support members extend between an upper portion of the first planar member and a rear portion of the second planar member. The pair of support members are spaced apart to define a void that is configured to matably receive a second form bracket in a stacked arrangement.
1. A form bracket for supporting a wall of a concrete panel form at a casting slab, the form bracket comprising:
a first planar member having a lower surface configured to engage a casting slab;
a second planar member coupled with the first planar member, the second planar member having a front surface disposed perpendicular to the lower surface of the first planar member and configured to engage a wall of a concrete panel form; and
a pair of support walls integrally extending between an upper portion of the first planar member and a rear portion of the second planar member, the pair of support walls spaced apart to define a void configured to matably receive a second form bracket with a substantially identical shape to the form bracket in a stacked arrangement,
wherein the pair of support walls each comprise a planar structure having a least one stiffening ridge with a length extending between a first end disposed at the first planar member and a second end disposed at the second planar member.
2. The form bracket of claim 1 , wherein a front edge of the first planar member is integrally coupled with a lower edge of the second planar member.
3. The form bracket of claim 2 , wherein the first planar member comprises a length between the front edge and a rear edge of the first planar member, and wherein the length of the first planar member is less than a height of the second planar member between the lower edge and an upper edge of the second planar member.
4. The form bracket of claim 3 , wherein upon reorientation of the form bracket, the lower surface of the first planar member is configured to engage the wall of the concrete panel form and the front surface of the second planar member is configured to engage the casting slab.
5. The form bracket of claim 1 , wherein the pair of support walls extend between outer lateral edges of the first and second planar members, the front and lower surfaces spanning between the pair of support walls.
6. The form bracket of claim 5 , wherein the void between the pair of support walls opens upward from an upper surface of the first planar member and rearward from a rear surface of the second planar member.
7. The form bracket of claim 5 , wherein the pair of support walls are angled away from each other as they extend from the outer lateral edges.
8. The form bracket of claim 1 , wherein a slot is defined between inner lateral edges of the first and second planar members, and wherein the pair of support walls extend between the inner lateral edges of the first and second planar members.
9. The form bracket of claim 8 , wherein an angled brace wall extends along and interconnects upper edges of the pair of support walls, the void between the pair of support walls opening forward from the angled brace wall through the slot.
10. The form bracket of claim 8 , wherein the pair of support walls are angled toward each other as they extend rearward from the inner lateral edges.
11. A form bracket for supporting a wall of a concrete panel form at a casting slab, said form bracket comprising:
a first planar member;
a second planar member disposed perpendicularly to the first planar member;
a first support wall integrally coupled with adjacent first lateral edges of the first planar member and the second planar member;
a second support wall spaced from the first support wall and integrally coupled with adjacent second lateral edges of the first planar member and the second planar member;
an angled brace wall integrally connected between upper edges of the first and second support walls;
wherein the first and second support walls each comprise a least one stiffening ridge extending in parallel alignment with the angled brace wall between the first planar member and the second planar member;
wherein the first and second support walls are angled relative to each other to form a void between the first and second support walls that is configured to matably stack a second form bracket within the void of the form bracket;
wherein if a wall of a concrete panel is shorter than the second planar member, the first planar member is configured to engage the wall of the concrete panel and the second planar member is configured to engage a casting slab; and
wherein if the wall of the concrete panel is equal to or taller than the second planar member, the second planar member is configured to engage the wall of the concrete panel and the first planar member is configured to engage a casting slab.
12. The form bracket of claim 11 , wherein one of the first planar member or the second planar member is attached to the respective casting slab or the wall of the concrete panel form with at least one of a mechanical fastener or an adhesive.