Serrated beam

Abstract

A structural member section is provided that may be comprised of horizontal top and bottom flange elements interconnected by one or more vertical web member. The top flange of the member is serrated such that a series of serrations protrude horizontally in at least one direction from a top of the one or more vertical web member or are cut-out from the flange of a rolled shape. In one embodiment, the serrated top flange and at least a portion of the web member are intended to be encased by a horizontal concrete slab or slab-on-deck assembly. The slab material is capable of encasing all exposed surfaces of and curing around each serration to transfer horizontal shear forces between the serrated top flange and the slab material such that the member and slab behave compositely without needing additional reinforcing located within the voids between serrations.

Claims

1. A structural load bearing assembly comprising: a structural member; a serrated horizontal top flange and a serrated vertical top flange connected to the structural member, said serrated horizontal top flange member comprising a first plurality of serrations arranged in a spaced apart manner on the serrated horizontal top flange member and defining a plurality of voids between adjacent serrations of the first plurality of serrations, and said serrated vertical top flange member comprising a second plurality of serrations arranged in a spaced apart manner on the serrated vertical top flange member and defining a plurality of voids between adjacent serrations of the second plurality of serrations, wherein each of the second plurality of serrations comprises a head portion, and a shaft portion, and said plurality of voids each have a shape that is substantially a mirror image of a shape of each of the second plurality of serrations; and wherein a width of the head portion measured in a direction parallel to a long axis of said structural member is greater than a width of the shaft portion measured in the direction parallel to the long axis of said structural member, and wherein each of said shaft portions have a first substantially linear side perpendicular to the long axis and a second substantially linear side, and each of said head portions have a first substantially linear side perpendicular to the long axis and a second substantially linear side; a structural medium defining a floor slab disposed at a top portion of said structural member, wherein said structural medium encases the first plurality of serrations of the serrated horizontal top flange and the second plurality of serrations of the serrated vertical top flange to provide a horizontal shear transfer between the floor slab through the first and second plurality of serrations to the serrated horizontal and vertical top flanges to sufficiently develop a composite action between the structural member and slab.

2. The structural load bearing assembly claim 1 wherein said first plurality of serrations are present over only a portion of the full length of said structural member.

3. The structural load bearing assembly of claim 1 wherein said structural member is braced against horizontal translation by a bracing member.

4. The structural load bearing assembly of claim 3 wherein the bracing member is selected from a group consisting of metal decking and wood decking.

5. The structural load bearing assembly of claim 3 wherein the bracing member is a U-shaped member wherein the legs of the U-shape are spaced apart at a distance that straddles a shaft of the serration and is restrained by a head of the serration.

6. The structural load bearing assembly of claim 1 further comprising at least one vertical web member coupled to said horizontal serrated top flange member, wherein the structural medium is concrete slab, and said horizontal serrated top flange member and a portion of said at least one vertical web member is encased within said concrete slab.

7. The structural load bearing assembly of claim 6 further comprising a continuous strut or a plurality of intermittent struts operably connected to or placed in contact with at least one side of said vertical web member and said continuous strut or a plurality of intermittent struts operably connected to one of a decking or a forming material that are connected to said one or more horizontal bottom flange members.

8. The structural load bearing assembly of claim 1 wherein said first plurality of serrations comprise a first group of serrations on one side of said serrated horizontal top flange member that are staggered with respect to a second group of serrations on the opposite side of said serrated horizontal top flange member.

9. The structural load bearing assembly of claim 1 wherein said first plurality of serrations comprise a first group of serrations on one side of said serrated horizontal top flange member that are aligned with a second group of serrations on the opposite side of said serrated horizontal top flange member in the direction substantially perpendicular to the long axis.

10. The structural load bearing assembly of claim 1 wherein each of the first and second pluralities of serrations comprises a head and a shaft, and wherein a width of the head measured in a direction parallel to a long axis of said structural member is greater than or equal to a width of the shaft measured in the direction parallel to the long axis of said structural member.

11. The structural load bearing assembly of claim 10 wherein said head and said shaft individually or as a unit are of a geometry including straight, sloped, tapered, stepped, curved, rectangular, circular, elliptical, ‘T’ shaped, shaped, ‘Y’ shaped, ‘S’ shaped, bulb-shaped or inclusive of one or more perforations.

12. The structural load bearing assembly of claim 1 further comprising a structural truss or joist comprising a top chord member and a bottom chord member interconnected by a plurality of vertical web members; said serrated horizontal top flange member is the top chord member and said serrated horizontal top flange member is interconnected to one or more of the plurality of vertical web members; and each of said plurality of vertical web members are coupled to said bottom chord member.

13. The structural load bearing assembly of claim 12 wherein the structural medium is a concrete slab, and said horizontal serrated top flange member and a portion of said at least one of the plurality of vertical web members is encased within said concrete slab.

14. The structural load bearing assembly of claim 12 wherein each of the first and second pluralities of serrations comprises a head and a shaft, and wherein a width of the head measured in a direction parallel to a long axis of said structural member is greater than or equal to a width of the shaft measured in the direction parallel to the long axis of said structural member.

15. The structural load bearing assembly of claim 1 wherein the serrated vertical top flange extends up above and away from the serrated horizontal top flange.

Description

DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS

(1) The accompanying drawings form a part of the specification and are to be read in conjunction therewith, in which like reference numerals are employed to indicate like or similar parts in various views.

(2) FIG. 1A is a cross sectional view of one embodiment of a member and slab assembly in accordance with the teachings of the present disclosure;

(3) FIG. 1B is a top view of one embodiment of a serrated top flange in accordance with the teachings of the present disclosure and which may be used in the member of FIG. 1A;

(4) FIG. 1C is an isometric view of one embodiment of a member and decking assembly in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 1A;

(5) FIG. 2A is a cross sectional view of one embodiment of a member and slab assembly in accordance with the teachings of the present disclosure;

(6) FIG. 2B is a top view of one embodiment of a serrated top flange in accordance with the teachings of the present disclosure and which may be used in the member of FIG. 2A;

(7) FIG. 2C is an isometric view of one embodiment of a member and decking assembly in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 2A;

(8) FIG. 3A is a cross sectional view of one embodiment of a member and slab assembly wherein the bottom chord of the truss, or bottom flange of the built-up member is comprised of two ‘L’ shaped sections in accordance with the teachings of the present disclosure;

(9) FIG. 3B is a top view of one embodiment of a serrated top flange in accordance with the present disclosure and which may be included in the members of FIG. 3A;

(10) FIG. 4A is a cross section view of one embodiment of member and slab assembly wherein compression struts that extend from near the top flange of the member to decking are placed in bearing against of the web of the member and fastened to decking to brace the top flange of the member against horizontal movement in accordance with the teachings of the present disclosure;

(11) FIG. 4B is top view of one embedment of a serrated top flange in accordance with the present disclosure and which may be included in the members of FIG. 4A;

(12) FIG. 4C is an isometric view of one embodiment of a member and decking assembly with compression struts disposed each side of the member web in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 4A;

(13) FIG. 5A is a cross section view of one embodiment of member and slab assembly wherein U-shaped straps that interlock with headed serrations at the top flange of the member extend and are fastened to decking to brace the top flange of the member against horizontal movement in accordance with the teachings of the present disclosure;

(14) FIG. 5B is top view of one embedment of a serrated top flange in accordance with the present disclosure and which may be included in the members of FIG. 5A;

(15) FIG. 5C is an isometric view of one embodiment of a member and decking assembly with U-shaped straps interlocked with headed serrations each side of the member in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 5A;

(16) FIG. 6A is a cross sectional view of one embodiment of a member and slab assembly in accordance with the teachings of the present disclosure wherein the vertical portion of U-shaped dowels have been placed through the voids created by the geometry of the headed serrations;

(17) FIG. 6B is a top view of one embodiment of a serrated top flange in accordance with the teachings of the present disclosure and which may be used in the member of FIG. 6A wherein the vertical portion of U-shaped dowels have been placed through the voids created by the geometry of the headed serrations;

(18) FIG. 6C is an isometric view of one embodiment of a member and decking assembly in accordance with the teachings of the present disclosure and which may be used in member and slab assembly of FIG. 1A wherein the vertical portion of U-shaped dowels have been placed through the voids created by the geometry of the headed serrations;

(19) FIG. 7A is a cross sectional view of one embodiment of a member and slab assembly in accordance with the teachings of the present disclosure wherein a serrated vertical web extension is attached to the top of the top flange of the member; and

(20) FIG. 7B is a profile view of the member and slab assembly of FIG. 7A wherein a serrated vertical web extension is attached to the top of the top flange of the member in accordance with the teachings of the present disclosure.

DETAILED DESCRIPTION OF THE INVENTION

(21) The following detailed description of the present invention references the accompanying drawing figures that illustrate specific embodiments in which the invention can be practiced. The embodiments are intended to describe aspects of the present invention in sufficient detail to enable those skilled in the art to practice the invention. Other embodiments can be utilized and changes can be made without departing from the spirit of the scope of the present invention. The present invention is defined by the appended claims and, therefore, the description is not to be taken in a limiting sense and shall not limit the scope of the equivalents to which such claims are entitled.

(22) FIGS. 1A, 1B and 1C show an embodiment of a member and slab assembly 10 in which a serrated top flange 20a of a member 10a is interconnected to the vertical web 32a of the member 10a. The vertical web 32a of the member 10a is interconnected to the bottom flange 31a of the member 10a. The serrated top flange 20a of the member 10a and vertical web 32a of the member 10a are encased by the concrete slab 43a. As illustrated in FIG. 1B, the headed serrations 21a on one side of serrated top flange 20a are substantially aligned with the serrations 21a on the opposite side of serrated top flange 20a. Each serration 21a is comprised of a head 23a and a shaft 22a whereby the width “WH” of the head 23a measured parallel to the long axis of the top flange 20a is greater than the width “WS” of the shaft 22a measured parallel to the long axis of the top flange 20a.

(23) The headed serrations 21a may engage the concrete slab 43a such that the serrated top flange 20a and the concrete slab 43a undergo strains of similar magnitude and direction under applied loading along the length of top flange 20a thereby creating composite action without the use of ancillary dowels or other components. Serrations 21a need not be present the full length of top flange 20a and could be strategically located and spaced on the serrated top flange 20a for efficient fabrication and load transfer. Decking 41a spans between the bottom flange 31a of the member to support concrete slab 43a during placement and helps transfer superimposed loads imparted to the concrete slab 43a to the bottom flange of the member 31a.

(24) Generally throughout, concrete slab 43a may be another structural medium which can be poured or installed in more of a liquid state, then cured or solidified into a more rigid or solid state. Concrete is a good example, but it could be flowable grout, epoxy mixtures, or another similar structural medium.

(25) FIGS. 2A, 2B and 2C show an embodiment of a member and slab assembly 11 in which the serrated top flange 20b of the member 11a is interconnected to two vertical webs 32b of the member. Each vertical web 32b of the member 11a is interconnected to a bottom flange 31b of the member 11a such that each web and bottom flange assembly together comprise an ‘L’ shape. The serrated top flange 20b of the member 11a and vertical webs 32b of the member 11a are encased by concrete slab 43b.

(26) The headed serrations 21b on one side of the serrated top flange 20b are staggered along the length of serrated top flange 20b in relation to the serrations 21b on the opposite side of serrated top flange 20b. Each serration 21b may be comprised of a shaft 22b and a head 23b whereby the width of the head 23b measured parallel to the long axis of the top flange 20b is greater than the width of the shaft 22b measured parallel to the long axis of the top flange 20b. As further shown in FIG. 2B, in one embodiment, head 23b of serration 21b may include sides 24 that are substantially linear, and shaft 22b of serration 21b may also include sides 25 that are substantially linear. As further shown in FIG. 2B, the plurality of serrations 21b define a plurality of voids 26 wherein it is shown that the shape of the void defined by the serrations 21b is a substantial mirror image of the shape of the serrations 21b. The headed serrations 21b may engage the concrete slab 43b such that the serrated top flange 20b and the concrete slab 43b undergo strains of similar magnitude and direction under applied loading along the length of top flange 20b, thereby creating composite action without the use of ancillary dowels or other components. Serrations 21b need not be present the full length of top flange 20b. Decking 41b spans between the bottom flanges of the member 31b to support concrete slab 43b during placement and participates in transferring superimposed loads imparted to the concrete slab 43b to the bottom flanges 31b of the member 11a.

(27) FIG. 3A shows an embodiment of a truss, joist or built-up girder assembly 50 in which a top chord 55 of the truss or joist, or top flange 55 of the built-up girder, is comprised of a member and slab assembly 12. The member and slab assembly 12 is interconnected to truss or joist web members 60 in the case of a truss or joist assembly 50, or a web plate 60 in the case of a built-up girder assembly 50.

(28) In one embodiment, a serrated flange 20c is connected to a web 32c, which may be a WT section or a built-up member. Similarly to other embodiments, decking 41c may be supported by a flange member 52 that can either carry compression or tension bending force depending upon where the neutral axis of the composite shape is located. In most embodiments, flange member 52 will typically carry compression force and decking 41c laterally braces flange 52 to prevent buckling. In addition, other means of bracing, such as compression struts or straps (as shown in FIGS. 4A, 4B, 4C, 5A, 5B and 5C) may also be utilized in the member and slab assembly 12 to stabilize the top flange. Bracing may be spaced at a regular interval along the length of the member, or may spaced and strategically located to prevent compression buckling of the serrated top flange when the slab is formed.

(29) As further illustrated in FIG. 3A, a bottom chord 65 of the truss or joist assembly 50, or bottom flange 65 of a built-up girder assembly 50, is comprised two ‘L’ shaped sections 70. The ‘L’ shaped sections 70 are interconnected to the truss or joist web members 60 in the case of a truss or joist assembly 50, or a web plate 60 in the case of a built-up girder assembly 50. In one embodiment, the web plate 60 of a built-up girder may have a series of openings, such as a castellated beam. FIG. 3B shows an embodiment of member and slab assembly 12 in which the serrated top flange 20c of a member 12a is interconnected to the vertical web of the member 32c. The vertical web of the member 32c is interconnected to a bottom flange 52 of the member 12a. The serrated top flange 20c of the member 12a and vertical webs 32c of the member 12a are encased by the concrete slab 43c. The serrations 21c on one side of the serrated top flange 20c are staggered along the length of serrated top flange 20c. The substantially rectangular serrations 21c may engage the concrete slab 43c such that the serrated top flange 20c and the concrete slab 43c undergo strains of similar magnitude and direction under applied loading along the length of top flange 20c thereby creating composite action without the use of ancillary dowels or other components. In this embodiment, the substantially rectangular serrations 21c include a shaft 22c and a head 23c having the same width to define the substantially rectangular shape of serrations 21c. Serrations 21c need not be present the full length of top flange 20c. Decking 41c spans between the bottom flanges 31c of the member 12a to support concrete slab 43c during placement. The decking 41 may transfer superimposed loads imparted to the concrete slab 43c to the bottom flanges 52 of the member 12a.

(30) FIGS. 4A, 4B and 4C show an embodiment of a member and slab assembly 13 which is substantially similar to the member slab assembly 10 of FIGS. 1A, 1B and 1C. Compression struts 46d are disposed between decking 41d and near an underside 17d of top flange 20d on each side of member web 32d. Compression struts 46d are further disposed such that one end of each compression strut 46d is in contact with member web 32d so as to restrain top flange 20d from horizontal movement in a direction perpendicular to the long direction of top flange 20d, thereby mitigating lateral torsional buckling of the member during placement of the concrete slab 43d. Each compression strut 46d is attached to decking 41d by fasteners 45d which may be mechanical fasteners, welds, or the like.

(31) FIGS. 5A, 5B and 5C show an embodiment of a member and slab assembly 14 which is substantially similar to the member slab assembly 10 of FIGS. 1A, 1B and 1C. U-shaped strap 42e is disposed around serration shaft 22e, and the distance “WG” between strap legs 44e is less than the width “WH” of serration head 23e, thereby creating interlock between strap 42e and serration 21e. An end of strap legs 44e are attached to decking 41e by fasteners 45e which may be mechanical fasters, welds or the like. U-shaped straps 42e are disposed on each side of top flange 20e, restraining top flange 20d from horizontal movement in a direction perpendicular to the long direction of top flange 20e, and thereby mitigating lateral torsional buckling of member 14a during placement of the concrete slab 43e.

(32) FIGS. 6A, 6B and 6C show an embodiment of a member and slab assembly 15 which is substantially similar to the member and slab assembly 10 illustrated in FIGS. 1A, 1B and 1C. However, the member and slab assembly 15 includes dowels 100 that are disposed such that vertical portions of dowels 100 extend through voids 26f created by the surrounding geometry of top flange 20f and headed serrations 21f. Dowels 100 assist in the transfer of lateral shear force in the slab to the member. Dowels could be added to the assembly along the entire length in a spaced apart manner or solely in areas of high shear to supplement the shear transfer facilitated solely through the slab and serration 21f interface.

(33) FIGS. 7A and 7B show an embodiment of a member and slab assembly 16 which is substantially similar to the member and slab assembly 10 of FIGS. 1A, 1B and 1C. Unlike the member and slab assembly 10, however, a serrated vertical web extension 47g is disposed above, and connected to the top of, top flange 20g. Serrated vertical web extension 47g is encased in slab 43g.

(34) From the foregoing, it will be seen that this invention is one well adapted to attain all the ends and objects hereinabove set forth together with other advantages which are obvious and which are inherent to the structure. It will be understood that certain features and sub combinations are of utility and may be employed without reference to other features and sub combinations. This is contemplated by and is within the scope of the claims. Since many possible embodiments of the invention may be made without departing from the scope thereof, it is also to be understood that all matters herein set forth or shown in the accompanying drawings are to be interpreted as illustrative and not limiting.

(35) The constructions and methods described above and illustrated in the drawings are presented by way of example only and are not intended to limit the concepts and principles of the present invention. Thus, there has been shown and described several embodiments of a novel invention.

(36) As is evident from the foregoing description, certain aspects of the present invention are not limited by the particular details of the examples illustrated herein, and it is therefore contemplated that other modifications and applications, or equivalents thereof, will occur to those skilled in the art. The terms “having” and “including” and similar terms as used in the foregoing specification are used in the sense of “optional” or “may include” and not as “required”. Many changes, modifications, variations and other uses and applications of the present construction will, however, become apparent to those skilled in the art after considering the specification and the accompanying drawings. All such changes, modifications, variations and other uses and applications which do not depart from the spirit and scope of the invention are deemed to be covered by the invention which is limited only by the claims which follow.