Concealed joist tie with sloped center flange

US10422123B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-10422123-B2
Application numberUS-201715805977-A
CountryUS
Kind codeB2
Filing dateNov 7, 2017
Priority dateNov 7, 2016
Publication dateSep 24, 2019
Grant dateSep 24, 2019

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  1. Title

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  2. Abstract

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  3. Assignees and inventors

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  4. Key dates

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  5. First independent claim

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  6. CPC / IPC classifications

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

A connection between a first, supporting structural member, such as a post or header, and a second, supported structural member such as a joist or rafter is provided, wherein the connection is made with a connector and fasteners, the use of which can be substantially hidden from view. The connector is designed to be inserted in a slotted opening in the second, structural member and to attach to a surface of the first, supporting structural member.

First claim

Opening claim text (preview).

I claim: 1. A connection between a first structural member and a second structural member made with a connector and one or more first fasteners and one or more second fasteners, the connection comprising: a. the first structural member having an attachment surface; b. the second structural member having an abutment surface, the second structural member having a slotted opening in the abutment surface; c. the connector having a generally planar attachment web inserted in the slotted opening of the second structural member, the attachment web being defined by an outer edge and an oppositely disposed rear edge, an upper bracketing edge and an oppositely disposed lower bracketing edge, the connector having one or more generally planar fastening flanges connected to the rear edge of the attachment web, the one or more fastening flanges being disposed generally parallel to the attachment surface of the first structural member and at an angle to the attachment web, the one or more fastening flanges being connected to the rear edge of the attachment web by fastening flange bends that are substantially aligned with or adjacent to the rear edge of the attachment web, the one or more fastening flanges being attached to the first structural member by the one or more first fasteners, the attachment web being attached to the second structural member by the one or more second fasteners; wherein d. the lower bracketing edge has a rear termination point where the lower bracketing edge intersects with the rear edge of the attachment web, and a portion of the rear edge of the attachment web is generally linear, and the lower bracketing edge travels away from the rear termination point in a direction that is an acute angle to the linear portion of the rear edge, and the outer edge of the attachment web is disposed within the elongated slot in the second structural member; wherein e. the angle or slope of the bracketing edge changes at one or more intermediary points spaced along the bracketing edge, and the intermediary points occur along the lower bracketing edge between the rear termination point of the lower bracketing edge and an outer termination point of the lower bracketing edge where the lower bracketing edge meets the outer edge of the attachment web. 2. The connection of claim 1 , wherein: one of the one or more fastening flanges is disposed closer to the rear termination point of the lower bracketing edge than the others of the one or more fastening flanges, and the fastening flange disposed closer to the rear termination point has a lower edge that is orthogonally or acutely disposed to the rear edge of the attachment web, and the lower edge of the fastening flange disposed closer to the rear termination point intersects with the rear edge of the attachment web at the termination point of the lower bracketing edge such that the termination point of the lower bracketing edge is substantially the bottom of the connector. 3. The connection of claim 1 , wherein: the second structural member has a top surface that meets the abutment surface, and the elongated slot formed in the second structural member only is open with respect to the abutment surface and the top surface of the second structural member. 4. The connection of claim 1 , wherein: the slotted opening provided in the second structural member is formed with a circular saw. 5. The connection of claim 1 , wherein: the abutment surface of the second structural member overlies the one or more fastening flanges of the connector. 6. The connection of claim 1 , wherein: a. the second structural member is a glulam or parallel strand lumber beam having a width of 5⅛″ and a height of 15″, and the connection achieves allowable load values for uplift of 9,210 pounds, for floor loads of 8,350 pounds, for snow loads of 8,465 pounds, and for roof loads of 8,465 pounds; b. the connector is made from 10 gauge steel, the connector is no more than 14″ tall, the attachment web extends no more than 5.5″ from the rear edge to the outer edge of the attachment web, and the fastening flanges are no more than 1.5″ wide; c. the first fasteners that attach the fastening flanges to the first structural member are 22 self-drilling steel screws having a diameter of approximately ¼″; and d. the second fasteners that attach the attachment web to the second structural member are 7 steel dowels having diameter of approximately ½″. 7. The connection of claim 1 , wherein: the connector is formed with a plurality of fastening flanges with the uppermost fastening flange and the lowermost fastening flange being bent to one side of the attachment web, and a fastening flange disposed between the uppermost fastening flange and the lowermost fastening flange being bent to the opposite side of the attachment web. 8. The connection of claim 7 , wherein: a. there are three fastening flanges; b. the first fasteners that attach the fastening flanges to the first structural member are 22 self-drilling steel screws having a diameter of approximately ¼″; c. the second fasteners that attach the attachment web to the second structural member are 7 steel dowels having diameter of approximately ½″; d. the second structural member is a glulam or parallel strand lumber beam having a width of 5⅛″ and a height of 15″, and the connection achieves allowable load values for uplift of 9,210 pounds, for floor loads of 8,350 pounds, for snow loads of 8,465 pounds, and for roof loads of 8,465 pounds; and e. the connector is made from 10 gauge steel, the connector is no more than 14″ tall, the attachment web extends no more than 5.5″ from the rear edge to the outer edge of the attachment web, and the fastening flanges are no more than 1.5″ wide. 9. A connection between a first structural member and a second structural member made with a connector and one or more first fasteners and one or more second fasteners, the connection comprising: a. the first structural member having an attachment surface; b. the second structural member having an abutment surface, the second structural member having a slotted opening in the abutment surface; c. the connector having a generally planar attachment web inserted in the slotted opening of the second structural member, the attachment web being defined by an outer edge and an oppositely disposed rear edge, an upper bracketing edge and an oppositely disposed lower bracketing edge, the connector having one or more generally planar fastening flanges connected to the rear edge of the attachment web, the one or more fastening flanges being disposed generally parallel to the attachment surface of the first structural member and at an angle to the attachment web, the one or more fastening flanges being connected to the rear edge of the attachment web by fastening flange bends that are substantially aligned with or adjacent to the rear edge of the attachment web, the one or more fastening flanges being attached to the first structural member by the one or more first fasteners, the attachment web being attached to the second structural member by the one or more second fasteners; wherein d. the lower bracketing edge has a rear termination point where the lower bracketing edge intersects with the rear edge of the attachment web, and a portion of the rear edge of the attachment web is generally linear, and the lower bracketing edge travels away from the rear termination point in a direction that is an acute angle to the linear portion of the rear edge, and the outer edge of the attachment web is disposed within the elongated slot in the second structural member; wherein e. the attachment web is formed with 7 openings for receiving the second fasteners, the openings are arranged in three pairs of a openings, an upp

Assignees

Inventors

Classifications

  • located in slots of the elongated wooden members · CPC title

  • Details of nailing, screwing, or bolting · CPC title

  • Shear dowels for wood (E04B1/49 takes precedence) · CPC title

  • the supporting parts consisting of wood · CPC title

  • Rod end to transverse side of member · CPC title

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Frequently asked questions

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What does patent US10422123B2 cover?
A connection between a first, supporting structural member, such as a post or header, and a second, supported structural member such as a joist or rafter is provided, wherein the connection is made with a connector and fasteners, the use of which can be substantially hidden from view. The connector is designed to be inserted in a slotted opening in the second, structural member and to attach to…
Who is the assignee on this patent?
Holland Rachel Marie, Simpson Strong Tie Co Inc
What technology area does this patent fall under?
Primary CPC classification E04B1/2612. Mapped technology areas include Fixed Constructions.
When was this patent published?
Publication date Tue Sep 24 2019 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 8 related publications on this page (citations in our corpus or others sharing the same primary CPC).