US20260055598A1
Post Frame Column Base
Publication
Application
Classifications
IPC Classifications
CPC Classifications
Applicants
Simpson Strong-Tie Company Inc.
Inventors
Larry Randall Daudet, Dallas Hinds
Abstract
A one-piece, sheet metal connector connects a supported member or post that is in contact with the supporting member to the supporting member to resist upload and overturning forces. The connector partially encapsulates the post and is connected to the post and to the supporting member with fastenings.
Figures
Description
BACKGROUND OF THE INVENTION
[0001]This invention relates to a one-piece, rigid connector for connecting an upright supported member to a supporting structure, in particular a connector for attaching a structural post to a concrete foundation or footing. The connector has particular utility in post-frame construction.
[0002]Post-frame construction is a widely used construction method for building low-rise, light-weight structures with large, open interior spaces. Such structures are typically used to store livelstock, large agricultural equipment, and agricultural supplies and products. Clear-span widths for pole structures can be up to 80 feet with modern roof trusses. In a typical post-frame building, tall poles are placed on the periphery of the structure and the poles reach to the top of the walls, and the posts support the roof trusses. Typically, open-webbed, nail-plate trusses are used to span the width of the building between the poles and support the roof. The roof of the building is made of light-weight panels that allow for long spans between the roof trusses. The roof panels are typically thin sheet metal panels. Curtain walls can be used on the exterior of the structure to enclose it. The curtain walls can be designed to carry shear and lateral loads, but often much of the lateral loading on the structure is carried by the poles. The poles can be embedded in the ground to resist lateral loading, or they can be anchored to ground supports or the foundation for the building in a manner that allows them to resist lateral and uplift loads.
[0003]Traditional post-frame buildings were constructed with the post or poles of the building partially embedded in the foundation for the building, or in cementitious footings embedded in the ground, or simply embedded in holes in the ground that have been partially filled with gravel or a similar material. Structural members that are embedded in foundations or the ground are particularly vulnerable to the effects of moisture. One solution to the problems presented by the exposure of embedded wooden posts to moisture is to treat the wood so the wood is resistant to being consumed by pests and molds. However, such preservatives can be harmful to the environment. U.S. Pat. No. 4,479,342 teaches constructing a post-frame building from two-part laminated wooden posts, where the lower portions of the post are pressure treated with a wood preservative and installed first. Once all the lower portions of the posts are embedded in the ground at the proper heights, the upper portions of the posts are attached with fasteners and nail plates. Another solution is to make at least the portion of the post that is embedded into the ground from a different material such as cement or other material that is less susceptible to the deleterious effects of moisture. There are a number of such patented posts.
[0004]U.S. Pat. No. 6,964,139 teaches a post having an embedment portion that is made from reinforced concrete and an upper portion made from wood. U.S. Pat. No. 6,965,139 teaches that the lower portion of the post can be installed first, separately from the upper portion of the post. Once the lower portion is set, the upper portion is connected to the lower portion by means of a bracket protruding from the top of the lower portion and fasteners. U.S. Pat. No. 9,217,248 teaches a post having an embedment portion that is made from reinforced concrete and an upper portion that is made from laminated lumber. U.S. Pat. No. 9,217,248 teaches that the lower portion of the post can be installed first, separately from the upper portion of the post, and then the upper portion can be attached to the lower portion in a hinged manner, and then the upper portion can be lifted into position. U.S. Pat. No. 9,234,350 similarly teaches a two-part post. The upper wooden portion of the post uses laminated wooden members that are partially connected with nail prong plates. The lower portion of the post is made from plastic or another material.
[0005]U.S. Pat. No. 10,570,608 teaches a connector for attaching a post to a foundation where the connector is made up of two main pieces pivotally connected to each other. The connector has an outer frame member that is rigidly attached to the foundation and a swing arm that is pivotally connected to the outer frame. The swing arm can be rotated to a position so that the post can be connected to the swing arm while the post is lying on the ground. Then, once the post is connected to the swing arm, the post can be lifted to an upright position with the swing arm guiding the post into the outer frame of the connector. Once the post is upright the post and swing arm are rigidly connected to the outer frame with additional fasteners.
[0006]U.S. Pat. No. 4,924,648 teaches a connector that is partially embedded in the foundation, and the upper portion of the connector supports and is connected to the post. U.S. Pat. No. 10,704,222 also teaches a connector for supporting a post where the connector is partially embedded in the concrete foundation.
[0007]U.S. Pat. No. 5,375,384 teaches a connector for attaching a post to a foundation where the connector attaches to a bolt protruding from the foundation, and the connector rests on support surface of the foundation, and the posts rests on the connector.
[0008]The present invention is useful when the designer has decided that they do not want to embed the base of the posts of a post-frame building in the ground or the foundation, nor do they want to partially embed the connector for the post in the foundation. The present invention is also useful when the post or supported member is already partially embedded in the foundation or supporting member, and the designer wants to add strength to the connection.
SUMMARY OF THE INVENTION
[0009]The present invention provides a one-piece, sheet metal connector that connects a supported member or post that is in contact with the supporting member to the supporting member to resist upload and overturning forces.
[0010]The present invention allows the base of the post or supported member to rest on the top of the concrete foundation or footing. The connector can be attached to the post and the foundation after the post has been erected and is supported by the foundation, or the connector can be attached to the foundation first, and then the post can be placed on the foundation and attached to the connector.
[0011]The present invention allows the post or supported member to be aligned flush with the edge of the concrete foundation or footing, or the post can be placed inwardly from the edge of the foundation.
[0012]The present invention also provides a connector that partially encapsulates the post on at least three sides. The connector is also provided with enlarged openings on its back face, and the back face does extend to the supporting member, such that additional members can be attached to the post without the connector interfering with the attachment.
[0013]The connector of the present invention does not extend into the supporting member, but rather flange fastenings pass through openings in the foot flange members and are anchored in the supporting member, and the flange fastenings have flared heads that resist movement of the foot flanges.
DESCRIPTION OF THE DRAWINGS
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DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
[0024]As shown in
[0025]The connector 1 connects the supported structural member 2 to a supporting structural member 8. The supporting structure 8 is typically embedded in the ground and made from concrete. The supporting structure 8 is typically a foundation or footing. The supporting structure 8 has a support surface 9 and an edge surface 10 angularly related thereto.
[0026]The connector 1 is preferably made by taking a piece of sheet steel and using cold-forming processes to cut, punch, bend and shape the sheet member into a final three-dimensional form.
[0027]The connector 1 has a back member 12 and a longitudinal axis 13. The back member 12 is a substantially planar member. As shown in
[0028]As shown in
[0029]As shown in
[0030]As shown in
[0031]The first side member 16 is preferably formed with a free side edge 36 that is spaced from and opposed to the first side edge 31 of the back member and runs parallel to the first side edge 31 of the back member 12. The first side member 16 also has a top edge 37 and an opposed bottom edge 38 spaced from the top edge. The free side edge 36 of the first side member 16 runs between the top edge 37 and the bottom edge 38. When the connector 1 is installed on the support surface 9 of the supporting member 3, as shown in
[0032]The first foot flange 18 is preferably connected to the first side member 16 along a first bottom bend 39 along the bottom edge 38 of the first side member 16. As shown in
[0033]The first foot flange 18 is preferably formed with a free bottom edge 44 that is spaced from and opposed to the bottom edge 38 of the first side member 16. As shown in
[0034]The second side member 17 is preferably formed with a free side edge 56 that is spaced from and opposed to the second side edge 33 of the back member 12 and runs parallel to the second side edge 33 of the back member 12. The second side member 17 also has a top edge 57 and an opposed bottom edge 58 spaced from the top edge 57. The free side edge 56 of the second side member 17 runs between the top edge 57 and the bottom edge 58. When the connector 1 is installed on the support surface 9 of the supporting member 3, as shown in
[0035]The second foot flange 19 is preferably connected to the second side member 17 along a second bottom bend 59 along the bottom edge 58 of the second side member 17. As shown in
[0036]The second foot flange 19 is preferably formed with a free bottom edge 64 that is spaced from and opposed to the bottom edge 58 of the second side member 17. As shown in
[0037]As shown in
[0038]Back fastenings 70 and side fastenings 71 are preferably heavy-duty, self-drilling threaded fasteners. The back member 12 is preferably formed with a plurality of openings 74 for receiving back fastenings 20 when the back fastenings 20 are self-drilling, threaded fasteners.
[0039]The first and second side members 16 and 17 are also preferably formed with a plurality of openings 75. The openings in the side members 16 and 17 are also designed to receive similarly-sized self-drilling, threaded fasteners as the openings in the back member 12. Back fastenings 70 and side fastenings 71 preferably do not extend all the way through the supported structural member 2. The self-drilling, threaded fasteners are driven through openings 74 and 75 until the flared heads 76 of the threaded fasteners engage the connector 1.
[0040]The first and second foot members 18 and 19 are also each preferably formed with an opening 77 for receiving the flange fastenings 72. The opening 77 in each foot member is preferably bracketed by the two strengthening gussets 40.
[0041]As shown in
Claims
We claim:
1. A connection between a supported structural member and a supporting structural member, the connection made with a connector and back fastenings, side fastenings and flange fastenings, the connection comprising:
a. the supported structural member including a base, a back face, and first and second side faces;
b. the supporting structural member including a support surface;
c. the connector including a back member with at least a portion of the back member being in registration with the back face of the post, the connector also including a first side member connected to the back member and the first side member extending from the back member at an angle thereto with the first side member having at least a portion that interfaces with the first side face of the post, the connector also including a second side member connected to the back member and the second side member extends from the back member at an angle thereto with the second side member having at least a portion that interfaces with the second side face of the post, the connector also including a first foot flange connected to the first side member and disposed at an angle thereto, at least a portion of the first foot flange interfacing with the support surface of the supporting member, the connector also including a second foot flange connected to the second side member and disposed at an angle thereto, at least a portion of the second foot flange interfacing with the support surface of the supporting member;
d. the back fastenings passing through the back member and entering the back face of the supported structural member;
e. the side fastenings passing through the first and second side members and entering the first and second side faces of the supported structural member respectively; and
f. the foot fastenings passing through the first and second foot members and entering the support surface of the supporting structural member.
2. The connection of
a. the connector includes a first foot strengthening member connected to the first foot flange and disposed at an angle thereto, and
b. the connector includes a second foot strengthening member connected to the second foot flange and disposed at an angle thereto.
3. The connection of
a. the first foot strengthening member is disposed at an orthogonal angle to the first foot flange and extends from the first foot flange in parallel relation to the first side member; and
b. the second foot strengthening member is disposed at an orthogonal angle to the second foot flange and extends from the second foot flange in parallel relation to the second side member.
4. The connection of
a. the first side member is connected to the back member along a first side bend along a first side edge of the back member; and
b. the second side member is connected to the back member along a second side bend along a second side edge of the back member opposed from the first side edge of the back member.
5. The connection of
a. the first foot flange is connected to the first side member along a first bottom bend along the bottom edge of the first side member and along the first bottom bend there is provided one or more strengthening gussets with the strengthening gussets extending between the first side member and the first foot flange, the one or more strengthening gussets each being formed with a bridge member that extends between the first side member and the first foot flange, and descending from either side of the bridge member are first and second gusset side panels that are substantially triangular in shape with one portion of each gusset side panel extending between the bridge member and the first side member and a second portion of the gusset side panel extending between the bridge member and first foot flange; and
b. the second foot flange is connected to the second side member along a second bottom bend along the bottom edge of the second side member and along the second bottom bend there is provided one or more strengthening gussets with the strengthening gussets extending between the second side member and the second foot flange, the one or more strengthening gussets each being formed with a bridge member that extends between the second side member and the second foot flange, and descending from either side of the bridge member are first and second gusset side panels that are substantially triangular in shape with one portion of each gusset side panel extending between the bridge member and the second side member and a second portion of the gusset side panel extending between the bridge member and second foot flange.
6. The connection of
a. the back member is also formed with a top edge and an opposed bottom edge and the bottom edge of the back member is removed from the support surface of the supporting structural member, exposing a lower portion of the back face of the supported structural member.
7. The connection of
a. the first side member has a top edge and the top edge of the first side member is disposed below the height of the top edge of the back member, and the bottom edge of the first side member is disposed below the height of the bottom edge of the back member with the bottom edge of the first side member, resting on or being closely adjacent to the support surface of the supporting structural member; and
b. the second side member has a top edge and the top edge of the second side member is disposed below the height of the top edge of the back member, and the bottom edge of the second side member is disposed below the height of the bottom edge of the back member with the bottom edge of the second side member, resting on or being closely adjacent to the support surface of the supporting structural member.
8. The connection of
a. the first foot flange is connected to the first side member along a first bottom bend along the bottom edge of the first side member and along the first bottom bend there is provided one or more strengthening gussets with the strengthening gussets extending between the first side member and the first foot flange, the one or more strengthening gussets each being formed with a bridge member that extends between the first side member and the first foot flange, and descending from either side of the bridge member are first and second gusset side panels that are substantially triangular in shape with one portion of each gusset side panel extending between the bridge member and the first side member and a second portion of the gusset side panel extending between the bridge member and first foot flange; and
b. the second foot flange is connected to the second side member along a second bottom bend along the bottom edge of the second side member and along the second bottom bend there is provided one or more strengthening gussets with the strengthening gussets extending between the second side member and the second foot flange, the one or more strengthening gussets each being formed with a bridge member that extends between the second side member and the second foot flange, and descending from either side of the bridge member are first and second gusset side panels that are substantially triangular in shape with one portion of each gusset side panel extending between the bridge member and the second side member and a second portion of the gusset side panel extending between the bridge member and second foot flange.
9. The connection of
the flange fastenings are threaded fasteners received in pre-drilled bores in the supporting structural member, and the flange fastenings have flared heads that interface with the first and second foot flanges.
10. The connection of
the back fastenings and the side fastenings are self-drilling, threaded fasteners.
11. The connection of
the back fastenings and the side fastenings do not extend all the way through the supported structural member.
12. The connection of
the connector is not inserted in the supporting structural member.
13. The connection of
a. the first foot member is formed with an opening for receiving the flange fastening, and the opening in the first foot member is bracketed by strengthening gussets formed in a bend between the first foot member and the first side member; and
b. the second foot member is formed with an opening for receiving the flange fastening, and the opening in the second foot member is bracketed by strengthening gussets formed in a bend between the second foot member and the second side member.
14. The connection of
the back member is formed with horizontally disposed elongated slots that expose the back face of the supported member.
15. The connection of
the back fastenings and the side fastenings are self-drilling, threaded fasteners.
16. The connection of
the back fastenings and the side fastenings do not extend all the way through the supported structural member.
17. The connection of
the connector is not inserted in the supporting structural member.
18. The connection of
a. the first foot member is formed with an opening for receiving the flange fastening, and the opening in the first foot member is bracketed by strengthening gussets formed in a bend between the first foot member and the first side member; and
b. the second foot member is formed with an opening for receiving the flange fastening, and the opening in the second foot member is bracketed by strengthening gussets formed in a bend between the second foot member and the second side member.
19. The connection of
the back member is formed with horizontally disposed elongated slots that expose the back face of the supported member.
20. The connection of
an additional structural member is attached to the supported structural member by fasteners that pass through additional structural member and are received in the supported structural member, and are received in the elongated slots in the back member, and the fasteners do not have any contact with the back member of the connector.