Brick tie gap connector

Patent metadata

Field	Value
Publication number	US-11401709-B2
Application number	US-201816177117-A
Country	US
Kind code	B2
Filing date	Oct 31, 2018
Priority date	Oct 31, 2017
Publication date	Aug 2, 2022
Grant date	Aug 2, 2022

Abstract

A sheet metal connector is provided for connecting a brick wall to a second structural member, the connector is received in the mortar joint of the brick wall and is connected to second structural member. The connector is provided with zones of controlled bending and controlled stiffness to allow for controlled bending of the connector in the field.

First claim

We claim:

1. A connection between a wall having a mortar joint and a structural member made with a connector, the connection comprising:
a. the wall having the mortar joint;
b. the structural member having a substantially vertically disposed surface,
c. the connector, the connector having a mortar joint attachment portion at least a portion of which is received in the mortar joint of the wall and a structural member attachment portion attached to the structural member, the structural member attachment portion has a main body and at the end of the main body the structural member attachment portion is joined to an extending portion, the extending portion extending away from the substantially vertically disposed surface of the structural member and extending to the wall having the mortar joint, the extending portion including the mortar joint attachment portion, the connector having a longitudinal axis that extends along the mortar joint attachment portion and to and along the structural member attachment portion, wherein;
d. the connector includes one or more controlled stiffness zones where the connector is formed with one or more strengthening portions, one or more controlled bending zones where the connector is adapted to be more easily bent transversely to the longitudinal axis than the connector is bent transversely to the longitudinal axis in the one or more controlled stiffness zones, and one or more calibrated stiffness zones where the connector is adapted to be bent more easily than the connector is bent in the one or more controlled stiffness zones transversely to the longitudinal axis and where the connector is adapted to be bent less easily than in the one or more controlled bending zones transversely to the longitudinal axis.

2. The connection of claim 1 , wherein:
the structural member attachment portion interfaces with and is attached to the substantially vertically disposed surface of the structural member.

3. The connection of claim 1 , wherein:
one or more bends transverse to the axis of the connector are formed in the connector in the one or more controlled bending zones.

4. The connection of claim 1 , wherein:
one of the one or more controlled bending zones is provided between the structural member attachment portion and the extending portion and has a bend.

5. The connection of claim 4 , wherein:
the connector is formed with a fastener opening in the structural member attachment portion close to the bend between the extending portion and the structural member attachment portion.

6. The connection of claim 1 , wherein:
one or more bends transverse to the axis of the connector are formed in the connector in the one or more controlled stiffness zones.

7. The connection of claim 1 , wherein:
the one or more calibrated stiffness zones are bracketed by at least two of the one or more controlled stiffness zones.

8. The connection of claim 1 , wherein:
the one or more calibrated stiffness zones are provided in the extending portion of the connector.

9. The connection of claim 1 , wherein:
a. the wall is separated from the structural member such that there is a space between the structural member and the wall; and
b. the one or more calibrated stiffness zones are provided in the extending portion of the connector that is disposed in the space between the structural member and the wall.

10. The connection of claim 1 , wherein:
at least one of the one or more strengthening portions extends from one of the one or more controlled stiffness zone into one of the one or more calibrated stiffness zones.

11. The connection of claim 1 , wherein:
the mortar joint attachment portion has one or more strengthening portions that extend along the longitudinal axis of the connector.

12. The connection of claim 11 , wherein:
the one or more strengthening portions are generally parallel, thin extending embossments.

13. The connection of claim 12 , wherein:
the one or more extending embossments have ends closer to the structural attachment portion and are joined together by one or more angled transitioning embossments that come together to form one or more connecting embossments.

14. The connection of claim 13 , wherein:
the one or more connecting embossments extend through at least one of the one or more calibrated stiffness zones in the extending portion.

15. The connection of claim 14 , wherein:
a. the wall is separated from the structural member such that there is a space between the structural member and the wall; and
b. portions of the one or more strengthening portions are provided in the extending portion of the connector that is disposed in the space between the structural member and the wall;
c. the one or more connecting embossments extend to the strengthening portions provided in the extending portion of the connector that is disposed in the space between the structural member and the wall.

16. The connection of claim 15 , wherein:
one of the one or more strengthening portions having a portion that is disposed in the space between the structural member and the wall is formed with an opening through the connector.

17. The connection of claim 11 , wherein:
a. the wall is separated from the structural member such that there is a space between the structural member and the wall; and
b. portions of the one or more strengthening portions are provided in the extending portion of the connector that is disposed in the space between the structural member and the wall; and
c. portions of the strengthening portions are provided in the mortar joint.

18. The connection of claim 17 , wherein:
the one or more strengthening portions with portions in the mortar joint and portions in the extending portion of the connector that is disposed in the space between the structural member and the wall are generally parallel, thin extending embossments.

19. The connection of claim 1 , wherein:
a. the wall is separated from the structural member such that there is a space between the structural member and the wall; and
b. the one or more calibrated stiffness zones are provided only in the extending portion of the connector that is disposed in the space between the structural member and the wall.

20. The connection of claim 19 , wherein:
the one or more calibrated stiffness zones are bracketed by at least two of the one or more controlled stiffness zones.

Assignees

• Simpson Strong Tie Co Inc

Inventors

• Stauffer Timothy M
• Mochizuki Gary Lee
• Pryor Steven E
• Ang Benedict
• Lin Jin-Jie
• Oellerich Paul Howard

Classifications

• E04B1/4178 Primary

  Masonry wall ties (with insulation-layer locating devices E04B1/7616; replacing or adding wall ties E04G23/0222) · CPC title