DIAMOND-SHAPED STRUCTURAL BEAM ASSEMBLY FOR USE IN A FOAM FILLED STRUCTURAL PLANK

Abstract

A structural plank assembly formed from: (a) a plurality of structural beams that define an enclosure; (b) a bottom wall; (c) a top wall; and (d) a structural foam filling the enclosure, wherein at least one of the structural beams includes: (i) a top planar member; (ii) a bottom planar member; (iii) a wall member connected to the top and bottom members; (iv) a pair of shelf members; and (v) four angled members, wherein each of the four angled members have sectional knockouts passing therethrough.

Claims

1. A structural beam assembly for use in a foam filled structural plank, comprising: a top planar member; a bottom planar member; a wall member connected to each of the top and bottom planar members; a pair of shelf members extending laterally outwardly from opposite sides of the wall member; and four angled members, wherein each angled member connects an outer edge of one of the shelf members to one of the top or bottom planar members, and wherein each of the four angled members have sectional knockouts passing therethrough.

2. The assembly of claim 1, wherein each angled member is connected to an intersection of the wall member and one of the top or bottom planar members.

3. The assembly of claim 1, wherein the wall member is positioned perpendicular to both the top and bottom planar members.

4. The assembly of claim 1, wherein the wall member is planar and is connected to mid-sections of the top and bottom planar members.

5. The assembly of claim 1, wherein the sectional knockouts are oblong shaped.

6. The assembly of claim 1, wherein the sectional knockouts comprise 20 to 50 percent of the surface area of the angled wall members.

7. The assembly of claim 1, wherein the support beam assembly is made of a light gauge steel.

8. A structural plank assembly, comprising: a plurality of structural beams connected together to define a structural plank building foundation, wherein the structural beams define an enclosure therebetween and an outer perimeter therearound; a bottom wall on the enclosure; a top wall on the enclosure; and a structural foam filling the enclosure, the structural foam being in direct contact with the structural beams and with the top wall and the bottom wall of the enclosure, and wherein at least one of the structural beams comprises: a top planar member; a bottom planar member; a wall member connected to each of the top and bottom planar members; a pair of shelf members extending laterally outwardly from opposite sides of the wall member; and four angled members, wherein each angled member connects an outer edge of one of the shelf members to one of the top or bottom planar members, and wherein each of the four angled members have sectional knockouts passing therethrough.

9. The assembly of claim 8, wherein each angled member is connected to an intersection of the wall member and one of the top or bottom planar members.

10. The assembly of claim 8, wherein the sectional knockouts are oblong shaped.

11. The assembly of claim 8, wherein the sectional knockouts comprise 20 to 50 percent of the surface area of the angled wall members.

12. The assembly of claim 8, wherein the top planar member, the bottom planar member, and the pair of shelf members extend horizontally and the planar wall member extends vertically.

13. The assembly of claim 8, wherein at least one of the top and bottom walls is a laminate panel.

14. The assembly of claim 13, wherein the laminate panel comprises at least one of the following: (a) a fabric mesh, (b) a fossil fuel mesh having a weight from 1.5 to 16 oz./square yard, (c) a carbon based mesh having a density from 170 g/m.sup.3 to 300 g/m.sup.3 (or 210-250 g/m.sup.3, or 180-290 g/m.sup.3), (d) a plant based mesh, (e) a synthetic acrylic or cementitious composite, (f) a product made by a pultrusion process, or (g) a wood based panel product.

15. The assembly of claim 8, wherein the structural foam is an expanded polystyrene foam.

Description

BRIEF DESCRIPTION OF THE DRAWINGS:

[0012] FIG. 1 is a sectional perspective view of a section of the present structural beam.

[0013] FIG. 2 is a side elevation view of a section of the present structural beam.

[0014] FIG. 3 is a front elevation view of the present structural beam.

[0015] FIG. 4 is a top perspective view of an exemplary structural plank.

[0016] FIG. 5 is a top plan view of the structural plank of FIG. 4.

[0017] FIG. 6 is a sectional elevation view through the structural plank of

[0018] FIG. 5 taken along line 6-6.

DETAILED DESCRIPTION OF THE DRAWINGS

[0019] FIGS. 1 to 3 show views of the present structural beam. FIGS. 4 to 6 show view of an exemplary structural plank incorporating several of the structural beams of FIGS. 1 to 3. Referring first to FIGS. 1 to 3, the present system provides a structural beam assembly 10 for use in a foam filled structural plank. In preferred embodiments, structural beam 10 comprises a top planar member 20; a bottom planar member 30; and a wall member 40. Wall member 40 is preferably planar and is connected to the mid-sections of each of the top and bottom planar members 20 and 30, as shown. Also included is a pair of shelf members 50. Shelf members 50 extend laterally outwardly from opposite sides of wall member 40, as shown. In addition, four angled members 60 are provided. Each of these four angled members 60 is connected at one end to an outer edge of one of the shelf members 50, and at the other end to one of the top or bottom planar members 20 or 30, as shown. As can be seen, each angled member 60 is connected to an intersection of the wall member 40 and one of the top or bottom planar members 20 or 30 (at points 25 or 35, respectively). Wall member 40 is preferably positioned perpendicular to both the top and bottom planar members 20 and 30. In preferred embodiments, the entire support beam assembly 10 can be made of a light gauge steel or other suitable material.

[0020] As can also best be seen in FIGS. 1 and 2, each of the four angled members 60 have sectional knockouts 62 passing therethrough. Knockouts 62 are preferably oblong shaped and comprise 20 to 50 percent of the surface area of the angled wall members. The size and shape of the knockouts will vary depending on the systems that must pass through. They are oblong in shape in order to handle multiple systems through a single knockout. The oblong shape of the knock out provides a structurally superior strength compared to a square, round or rectangular shape.

[0021] FIGS. 4 to 6 illustrate a structural plank assembly 100 that incorporates one or more of structural beams 10 therein. The structural plank assembly 100 described herein can optionally correspond to the structural plank assembly described in U.S. Pat. Nos. 11,851,875 and 11,814,841, both entitled Foam Filled Structural Plank Building Foundation with Laminated Reinforcement, both incorporated herein by reference in their entireties for all purposes. In various embodiments, the present structural plank assembly 100 can be used as a building foundation. However, as will be shown, using the present techniques of formation and assembly, the present structural plank system can also be used as or in a building wall, ceiling, or roof.

[0022] As seen in FIGS. 4 and 5, structural plank assembly 100 comprises a plurality of structural beams 10, 120 and 130, connected together to define a structural plank building foundation, wherein the structural beams define an enclosure therebetween and an outer perimeter therearound. As illustrated, the present plank includes beams 10, 120 and 130. It is to be understood that any or all of these beams 10, 120 and 130 may correspond to the design of beams 10 in FIGS. 1 to 3. Structural plank assembly 100 also includes a bottom wall 150 on the enclosure; and a top wall 160 on the enclosure. As can be seen, top planar member 20, bottom planar member 30, and the pair of shelf members 50 preferably extend horizontally and the planar wall member 40 preferably extends vertically. In its various aspects, the present building foundation 100 provides a factory-deployable system to support building structures thereon. Advantageously, the buildings supported on the present building foundation can be pre-fabricated, modular, site-built or manufactured buildings. Bottom wall 150 may optionally be made of aluminum, steel or other suitable metal. Thereafter, the structural building foam sets and hardens in place. At the jobsite, an optional waterproofing layer 155 may be applied below bottom wall 150 (i.e., between building plank 100 and the ground), as desired.

[0023] A structural foam 200 fills the enclosure. Structural foam 200 is preferably in direct contact with the structural beams 10, 20 and 30 and with the top wall 120 and the bottom wall 110 of the enclosure. Structural foam 200 also flows through knockouts 62 and may fill the triangular shaped spaces between members 40, 50 and 60. This offers weight loading advantages such as the foam fills all the voids and creates a torsion box application due to the foam being in contact with all the faces of the structure (top sheet, bottom sheet, metal structural members. In preferred aspects, the structural foam is an expanded polystyrene foam having a density from 1.5 to 3.0 PFC (pound-force per cubic foot). In preferred embodiments, the structural foam used may be Geocell foam made by Geocell Products Group of Cleveland, OH. The present structural foam has the advantages of being lightweight, having a low density, offering thermal insulation benefits, having a long-life performance, and having limited water absorption. It is to be understood, however, that the present system is not limited to the use of this particular foam or any other type of foam. As such, the present system encompasses a wide variety of various open and closed cell foams.

[0024] The present system also provides a method of forming a foam filled structural plank building foundation, comprising: assembling a plurality of structural beams together to form a structural plank building foundation, wherein the plurality of structural beams define an enclosure therebetween and an outer perimeter therearound; and then filling the enclosure with a structural building foam; and then permitting the structural building foam to set.

[0025] The structural foam used in the present building foundation offers other advantages. First, the foam is an insulator (giving the entire building foundation assembly a good R-value). In addition, ducting and ducting manifolds, chase ways, and utility knockouts can all be cut into the structural foam when the building foundation is first being assembled in the factory. Preferably, the present foam is an environmentally benign material that does not leach into the atmosphere. As a result, the air ducting HVAC passageways cut in the foam do not require air pipes therein. Rather, air can simply be passed through the ducting passageways directly and thus throughout the building.

[0026] As can also be seen, all of beams 10, 120 and 130 may preferably have the same vertical height such that all of the separate enclosures have the same vertical height. This makes it very easy to fill foam to the same level across the entire structural plank building foundation 100.

[0027] As was described in U.S. Pat. Nos. 11,851,875 and 11,814,841, a first advantage of the present building foundation 100 is that it does not require any concrete. Concrete is an environmentally damaging material in terms of the embodied carbon required in its formation. Therefore, avoiding concrete results in a much more environmentally desirable system. In addition, concrete placement is dependent upon the environmental conditions of the day and its time to reach full strength is not fully predictable. For example, although it may only take a week for concrete to reach 80-90% of its full strength, it is possible that it may take as long as a month to reach full strength. In contrast, the strength of the present system is completely predictable as it is built in a factory and can be delivered to the jobsite rain or shine. In addition, whereas concrete takes a long time to reach its full strength, the present system operates at full strength right at the outset. There is no need to wait for the present system to strengthen at the job site. In addition, there is no need to wait for good weather conditions to install the present system. The present system thus speeds up construction time.

[0028] Other advantages of the present building foundation plank 100 are that it can be assembled quickly and is very lightweight. Preferably, the present building foundation is made of steel or aluminum (to form the structural cage or enclosure) and foam (that is poured in to fill the cage). After the foam solidifies, the plank structure can then be moved to the jobsite. Steel, aluminum and the foam used are all recyclable. In contrast, traditional concrete is not recyclable.

[0029] Another advantage of the present building foundation is that its structural members can be connected to the structural members of an adjacent building foundation. As such, for larger buildings, a plurality of the present building foundations can be delivered to a jobsite and then connected together to form a larger building foundation.

[0030] Another advantage of the present building foundation is that it can accept dead loads, lateral loads, wind loads and can accommodate loading due to sub-grade pressures and voids required to support a building.

[0031] Another advantage of the present building foundation is that its structural members can be provided with wall connections such that vertical building walls can be mounted directly to the present structural building foundation.

[0032] In optional preferred aspects, the structural plank building foundation 100 can optionally be mounted onto an array of building piers 180 in FIG. 5, with inner support walls positioned against the building piers. Such mounting may either be done with the structural plank building foundation resting on the ground, or above ground resting on the array of piers.

[0033] In preferred embodiments, as seen in FIG. 6, at least one of the top wall 150 and the bottom wall 160 is a laminate panel. Alternatively or additionally, laminate panels may instead extend across an inner portion of the structural plank. The various laminate panels operate to provide exceptional strength to the structural plan when the laminate panels are adhered to or positioned within the structural plank. The laminate panels may optionally be adhered to the structural plank by thermal-set epoxy or glue.

[0034] In preferred embodiments, the laminate panel comprises at least one of the following: (a) a fabric mesh, (b) a fossil fuel mesh including, Rayon, Polypropylene or Nylon, having a weight from 1.5 to 16 oz./square yard, (c) a carbon based mesh including, graphene or Kevlar, having a density from 170 g/m.sup.3 to 300 g/m.sup.3 (or 210-250 g/m.sup.3, or 180-290 g/m.sup.3), (d) a plant based mesh, including but not limited to hemp or burlap, (e) a synthetic acrylic or cementitious composites, (f) a product made by a pultrusion process including fiberglass, graphene, carbon, glass fiber reinforced carbon, or fiberglass based, or (g) wood based panel products including, cellulosic panels; plywood, Medium Density Fiberboard, Medium Density Overlay, Oriented Strand Board, plywood panels, bamboo board, hempboard, flaxboard, particleboard, or strawboard.