Slotted joist seat structure and methods of designing and building the structure

Patent metadata

Field	Value
Publication number	US-10648167-B2
Application number	US-201815921041-A
Country	US
Kind code	B2
Filing date	Mar 14, 2018
Priority date	Mar 14, 2018
Publication date	May 12, 2020
Grant date	May 12, 2020

Abstract

The invention relates to panelized system for a structure. The panelized system typically comprises a plurality of joists structured to be operatively coupled to one or more support members of the structure. Each of the plurality of joists are associated with a joist seat comprising a toe and one or more joist apertures. Typically, at least one or more of a plurality of joist seats are operatively coupled to the one or more support members using a toe weld between the toe and the one or more support members. However, an aperture weld between the one or more joist apertures and the support members is omitted. Moreover, a fastener between the one or more joist apertures and the support members is also omitted.

First claim

What is claimed is:

1. A panelized system for a structure, wherein the system comprises:
a plurality of joists operatively coupled to each other, each of the plurality of joists comprising a joist seat having at least one angle, the angle comprising a toe and a single slotted joist aperture in the angle;
wherein the joist seat of at least one of the plurality of joists is structured to be operatively coupled to a support member of the structure using a toe weld between the toe and the support member, wherein no connection is made between the slotted joist aperture and the support member, and wherein the toe weld is continuous and has a toe weld length that is greater than an aperture length of the slotted joist aperture.

2. The system of claim 1 , wherein the plurality of joists comprise:
two end joists; and
one or more intermediate joists;
wherein the slotted joist aperture of each of the two end joists are configured for operative coupling to the support member through the use of an aperture connection; and
wherein no connection is made between the slotted joist aperture of the one or more intermediate joists.

3. The system of claim 1 , wherein the toe weld is formed after the panelized system is hoisted onto the structure.

4. The system of claim 1 , wherein the toe weld length is configured to provide at least a predetermined ultimate uplift strength to the joist seat, wherein the predetermined ultimate uplift strength is an ultimate uplift strength obtained if the aperture connection between the slotted joist aperture and the support member is made.

5. The system of claim 4 , wherein the toe weld length is equal to at least about two times the aperture length of the slotted joist aperture.

6. The system of claim 1 , wherein the plurality of joists are operatively coupled to each other through bridging.

7. The system of claim 1 , further comprising:
structural decking operatively coupled to the plurality of joists, wherein the structural decking may be operatively coupled to the plurality of joists before or after forming the toe weld.

8. A building structure, wherein the building structure comprises:
two or more support members; and
a plurality of joists, each of the plurality of joists comprising a joist seat having at least one angle, the angle comprising a toe and a single joist aperture;
wherein a first joist of the plurality of joists has a first joist seat that is operatively coupled to a support member of the two or more support members through a first aperture connection between a first joist seat aperture and the support member;
wherein a second joist of the plurality of joists has a second joist seat that is operatively coupled to the support member through a second aperture connection between a second joist seat aperture and the support member; and
wherein one or more intermediate joists of the plurality of joists each have an intermediate joist seat that is operatively coupled to the support member using a toe weld between the toe of of the intermediate joist seat and the support member, wherein no connection is made between an intermediate joist seat aperture and the support member, and wherein the toe weld is continuous and has a toe weld length that is greater than an aperture length of the intermediate joist seat aperture.

9. The building structure of claim 8 , wherein the joist aperture is a slotted joist aperture, and wherein the toe weld length of the toe weld is greater than the aperture length of the slotted joist aperture.

10. The building structure of claim 9 , wherein the toe weld length is configured to provide at least a predetermined ultimate uplift strength to the intermediate joist seat of the one or more intermediate joists, wherein the predetermined ultimate uplift strength is the ultimate uplift strength obtained if an intermediate aperture connection between the intermediate joist seat aperture and the support member is made.

11. The building structure of claim 10 , wherein the toe weld length is equal to at least about two times the aperture length of the slotted joist aperture.

12. A method for forming a structural decking system using a panelized system, the method comprising:
constructing the panelized system comprising a plurality of joists, wherein each of the plurality of joists comprise a joist seat having at least one angle, the angle comprising a toe and a single joist aperture in the angle, wherein the plurality of joists comprises a first end joist, a second end joist and one or more intermediate joists;
hoisting the panelized system onto a structure comprising one or more support members;
assembling the first end joist of the plurality of joists to a support member of the one or more support members using a first end joist seat, wherein assembling the first end joist comprises making a first aperture connection between a first joist seat aperture and the support member;
assembling the second end joist of the plurality of joists to a support member of the one or more support members using a second end joist seat, wherein assembling the second end joist comprises making a second aperture connection between a second joist seat aperture and the support member; and
assembling the one or more intermediate joists of the plurality of joists to the support member of the one or more support members between the first end joist and the second end joist;
wherein assembling the one or more intermediate joists comprises forming a toe weld between the toe of an intermediate joist of the one or more intermediate joists to the support member of the one or more support members, and wherein no connection is made between an intermediate joist seat aperture and the support member of the one or more support members, and wherein the toe weld is continuous and has a toe weld length that is greater than an aperture length of the intermediate joist seat aperture.

13. The method of claim 12 , wherein the intermediate joist seat aperture is an intermediate slotted joist seat aperture, and wherein a toe weld length of the toe weld is greater than an intermediate aperture length of the intermediate slotted joist seat aperture, and wherein the told weld is formed after the panelized system is hoisted onto the structure.

14. The method of claim 12 , wherein the toe weld length is configured to provide at least a predetermined ultimate uplift strength to the intermediate joist seat, wherein the predetermined ultimate uplift strength is an ultimate uplift strength obtained if the an intermediate aperture connection between the intermediate joist seat aperture and the support member is made.

15. The method of claim 14 , wherein the toe weld length is equal to at least about two times an intermediate aperture length of the intermediate joist seat aperture.

16. The method of claim 12 , wherein the method further comprises:
assembling bridging between two or more of the plurality of joists.

17. The method of claim 12 , wherein the method further comprises:
assembling one or more structural decking panels to one or more of the plurality of joists.

18. A method for forming a structural decking system using a panelized system, the method comprising:
constructing the panelized system comprising a plurality of joists, wherein each of the plurality of joists comprise a joist seat having at least one angle, the angle comprising a toe and a single joist aperture in the angle;
hoisting the panelized system onto a structure comprising one or more support members;
assembling at least a first joist from the plurality of joists to the one

Assignees

• Nucor Corp

Inventors

• Satchell Terence Lee
• Watkins Daniel Joseph

Classifications

• E04B2001/2484

  Details of floor panels or slabs · CPC title

• E04B2001/2421

  Socket type connectors · CPC title

• E04B2001/2457

  Beam to beam connections · CPC title

• E04B2001/2427

  using adhesives or hardening masses · CPC title

• E04B2001/2454

  Connections between open and closed section profiles · CPC title