Composite joist floor system

Patent metadata

Field	Value
Publication number	US-9677263-B2
Application number	US-201615003665-A
Country	US
Kind code	B2
Filing date	Jan 21, 2016
Priority date	Jan 24, 2008
Publication date	Jun 13, 2017
Grant date	Jun 13, 2017

Abstract

Embodiments of the present invention provide systems for connecting a flooring system to a vertical wall. In one embodiment the building structure includes a floor comprising a cementitious slab and a wall supporting at least a portion of the cementitious slab. A plurality of stand-off fasteners extend from the top of the wall into the cementitious slab and are configured to transfer forces between the cementitious slab and the wall. The stand-off fasteners comprise a lower portion and an upper stand-off portion. The lower portion is operatively coupled to the top of the wall, and the upper stand-off portion extends above the top of the wall and is encapsulated within the cementitious slab. In some embodiments, at least a portion of the lower portion is heat treated to a higher degree of hardness relative to the remainder of the stand-off screw.

First claim

What is claimed is:

1. A building structure comprising:
a plurality of floor joists;
one or more support structures for supporting the plurality of floor joists, wherein the one or more support structures at least comprise a wall with a plurality of studs and an upper wall member;
decking operatively coupled to the plurality of floor joists;
a plurality of decking stand-off fasteners operatively coupling the decking to the plurality of floor joists;
a plurality of support stand-off fasteners extending from the one or more support structures, wherein the plurality of support stand-off fasteners at least extend from the upper wall member of the wall with the plurality of studs;
wherein a cementitious slab is formed over the decking operatively coupled to the plurality of floor joists and over at least one of the one or more support structures;
wherein the cementitious slab encapsulates at least a portion of the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners; and
wherein the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners help transfer forces between the cementitious slab, the decking, the plurality of floor joists, and the one or more support structures.

2. The building structure of claim 1 , further comprising a closure positioned at a top of the wall to form a channel for the cementitious slab over the wall.

3. The building structure of claim 2 ,
wherein one or more of the plurality of support stand-off fasteners operatively couple the closure to the top of the wall.

4. The building structure of claim 1 , wherein one or more of the plurality of support stand-off fasteners operatively couple one or more of the plurality of floor joists to the one or more support structures.

5. The building structure of claim 1 , wherein the plurality of floor joists each comprise:
an upper chord;
a lower cord:
a web operatively coupled to the upper chord and the lower chord; and
a joist shoe on at least one end of the floor joist; and
wherein the joist shoe is located between the upper chord and the lower chord and is operatively coupled to one of the one or more support structures.

6. The building structure of claim 5 , wherein the joist shoe is spaced apart from the upper chord and the lower chord.

7. The building structure of claim 5 , wherein the joist shoe extends beyond at least a portion of the upper chord to provide sufficient room for utilizing a tool to operatively couple the joist shoe to the one of the one or more support structures.

8. The building structure of claim 5 , further comprising:
a closure positioned at a top of one of the one or more support structures to form a channel for the cementitious slab over the top of the one of the one or more support structures; and
rebar located within the channel.

9. The building structure of claim 8 , wherein the rebar is located below or adjacent to the upper chord.

10. The building structure of claim 1 , wherein the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners are configured for transferring horizontal diaphragm forces.

11. The building structure of claim 1 , wherein the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners comprise a lower stand-off portion and an upper stand-off portion, wherein the upper stand-off portion is configured for encapsulation in the cementitious slab.

12. The building structure of claim 11 , wherein the lower stand-off portion of the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners have a greater hardness than that of the upper stand-off portion of the plurality of decking stand-off fasteners and the plurality of support stand-off fastener.

13. The building structure of claim 11 , wherein the upper stand-off portion of the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners are more ductile than the lower stand-off portion of the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners.

14. The building structure of claim 1 , wherein each of the stand-off fasteners comprises a lower screw portion and an upper stand-off portion, wherein the lower screw portion of the decking stand-off fasteners is screwed through the decking and into the plurality of floor joist, the lower screw portion of the support stand-off fasteners is screwed into the one or more support structures, and wherein the upper stand-off portion of the decking stand-off fasteners extends from the decking and the plurality of floor joists and is encapsulated within the cementitious slab located above the decking and the plurality of floor joists, and the upper stand-off portion of the support stand-off fasteners extends from the one or more support structures and is encapsulated within the cementitious slab located above both the one or more support structures.

15. The building structure of claim 14 , wherein the lower screw portion comprises a self-tapping tip for drilling into the metallic structure.

16. The building structure of claim 1 , further comprising:
a welded wire fabric encapsulated within the cementitious slab.

17. A building structure comprising:
a plurality of floor joists, wherein the plurality of floor joists each comprise:
an upper chord;
a lower cord:
a web operatively coupled to the upper chord and the lower chord; and
a joist shoe on at least one end of the floor joist; and
wherein the joist shoe is located between the upper chord and the lower chord, is spaced apart from the upper chord and the lower chord, and is operatively coupled to one of the one or more support structures;

one or more support structures for supporting the plurality of floor joists;
decking operatively coupled to the plurality of floor joists;
a plurality of decking stand-off fasteners operatively coupling the decking to the plurality of floor joists;
a plurality of support stand-off fasteners extending from the one or more support structures;
wherein a cementitious slab is formed over the decking operatively coupled to the plurality of floor joists and over at least one of the one or more support structures;
wherein the cementitious slab encapsulates at least a portion of the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners; and
wherein the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners help transfer forces between the cementitious slab, the decking, the plurality of floor joists, and the one or more support structures.

18. The building structure of claim 17 , further comprising:
a closure positioned at a top of the wall to form a channel for the cementitious slab over the wall; and
wherein one or more of the plurality of support stand-off fasteners operatively couple the closure to the top of the wall.

19. The building structure of claim 17 , wherein the plurality of decking stand-off fasteners and the plurality of support stand-off fasteners are configured for transferring horizontal diaphragm forces.

20. The building structure of claim 17 , wherein each of the stand-off fasteners comprises a lower screw portion and an upper stand-off portion, wherein the lower screw portion of the decking stand-off fasteners is screwed through the decking and into the plurality of floor joist, the lower screw portion of the support stand-off fasteners is screwed into the one or more support structures, a

Assignees

• Nucor Corp

Inventors

• Studebaker Glenn Wayne
• Samuelson David Lee
• Dayton Lionel Edward

Classifications

• F16B5/0275 Primary

  the screw-threaded element having at least two axially separated threaded portions (F16B5/0283 takes precedence) · CPC title

• E04B5/18

  with stiffening ribs or other beam-like formations wholly cast between filling members · CPC title

• E04B5/17

  Floor structures partly formed in situ · CPC title

• E04B2005/176

  with peripheral anchors or supports · CPC title

• F16B35/048

  Specially-shaped necks (F16B35/06 takes precedence) · CPC title