Pile for tower foundation

FIELD

The present application relates generally to structural piles, and more specifically to piles for stabilizing tower foundations.

BACKGROUND

Piles are often implemented to establish and stabilize foundations for structures that are designed to maintain heavy loads, or for structures that are constructed in loose or unstable ground. For example, foundation piles can be used in the construction of bridges, docks, and other structures that require a footing in sandy and/or muddy terrain. Foundation piles can further be used to reinforce conventional foundations against anticipated earthquakes, floods, tornadoes, and other natural disasters. Still further, foundation piles are often used to provide a stable foundation for sky-scrapers, towers, and other large buildings that require a substantial footing.

While foundation piles can be constructed according to various techniques and can have various structural configurations, some foundation piles often resemble I-beams that are frequently used in construction to support large loads while spanning large horizontal distances. Conventional metal foundation piles and metal I-beams are often constructed using a metal rolling technique (e.g., hot rolling and cold rolling techniques). Conventional metal rolling techniques, however, are often only capable of efficiently producing flat sheets that are welded together to form foundation piles and I-beams with the traditional I-shaped cross-sections. In other words, foundation piles constructed using conventional metal rolling techniques are limited in their flange configurations and often have flanges that are double layered. While traditional flange configurations and double-layered flanges may be acceptable in certain implementations, the limitations of conventional foundation piles and the associated manufacturing methods render certain foundation pile applications expensive and/or inefficient to implement.

Some conventional foundation piles are susceptible to bending or bending moments under lateral or overturning loads. Reinforcing foundation piles to better withstand such bending or bending moments can be difficult without sacrificing cost and weight.

SUMMARY

The subject matter of the present application has been developed in response to the present state of the art, and in particular, in response to the problems of and needs of conventional tower foundations and foundation piles that have not yet been fully solved by currently available systems. Generally, the subject matter of the present application has been developed to provide a foundation pile that overcome at least some of the above-discussed shortcomings of prior art systems.

According to one embodiment, disclosed herein is a foundation pile that includes a double-layered web and single-layered flanges. The double-layers web has a first web segment and a second web segment coupled together. The first web segment forms a first exterior lateral surface of the foundation pile and the second web segment forms a second exterior lateral surface of the foundation pile. The double-layered web includes front and rear edges. The single-layers flanges include a first front flange segment extending laterally from the front edge of the first web segment, a second front flange segment extending laterally from the front edge of the second web segment (the first front flange segment and the second front flange segment forming a front flange surface), a first rear flange segment extending laterally from the rear edge of the first web segment, and a second rear flange segment extending laterally from the rear edge of the second web segment (the first rear flange segment and the second rear flange segment forming a rear flange surface).

According to one implementation, the single layered flange segments extend outward from the double-layered web in a direction that is perpendicular to the first and second exterior lateral surfaces. In another implementation, the single-layered flange segments extend outward from the double-layered web in a direction that is non-perpendicular to the first and second exterior lateral surfaces. In yet another implementation, the front flange surface is wider than the rear flange surface.

In one implementation, at least one of the single-layered flanges has a flange stiffener extending from the flange in a direction that is non-parallel to the flange. In another implementation, the first and second web segments are coupled together using mechanical fasteners. In yet another implementation, the first and second web segments are coupled together using a chemical bonding agent.

Also disclosed herein is one embodiment of a method for manufacturing a foundation pile. The method includes providing a first pile member that has a first web segment, a first front flange segment, and a first rear flange segment. The method further includes providing a second pile member that has a second web segment, a second front flange segment, and a second rear flange segment. Still further, the method also includes coupling the first web segment of the first pile member to the second web segment of the second pile member.

Disclosed herein, according to one embodiment, is a foundation pile that includes a first pile member that has a first web segment, a first front flange segment, and a first rear flange segment and a second pile member that has a second web segment, a second front flange segment, and a second rear flange segment. The first web segment of the first pile member and the second web segment of the second pile member are coupled together. In one implementation, the first pile member is a mirror image of the second pile member.

Also disclosed herein is one embodiment of a foundation pile that includes a first flange section, a second flange section spaced apart from the first flange section, and a web section extending between the first and second flange sections. The first flange section, second flange section, and web section are formed from a single length of material and the first flange section, second flange section, and web section each have at least two layers of the material.

In one implementation, a second end of the length of material is wrapped around a first end of the length of material to form a three-layered overlapping region in one of the first and second flange segments. In such an implementation, the first flange section has first and second end portions and the second flange section has third and fourth end portions. In such an implementation, the overlapping region may be at one of the first, second, third, and fourth end portions. In another implementation, the first flange section has first and second end portions and the second flange section has third and fourth end portions, with one of the first, second, third, and fourth end portions being a bulbous region. The bulbous region is where a distance between the two layers of material in the bulbous region is greater than a distance between the two layers of material in the flange sections. In such an implementation, the overlapping region is at another of the first, second, third, and fourth end portions. In yet another implementation, the first flange section has first and second end portions and the second flange section has third and fourth end portions. The overlapping region may be at one of the first, second, third, and fourth end portions and a bulbous region may be at the other three of the first, second, third, and fourth end portions.

In one implementation, one or more tabs protrude from the first end of the length of material and extend into one or more respective slots in the length of material adjacent the second end of the length of material. In another implementation, the one or more tabs protrude from the first end of the length of material in a direction parallel to the flange sections such that the respective slots are disposed in a wrapped-around portion of the length of material. In one implementation, the foundation pile is free of a bonding agent between the layers of the material.

According to another implementation, the length of material includes a first end abutting a second end to form a first layer of the at least two layers of the web section. In such an implementation, the ends of the length of material include one or more tabs that extend perpendicular relative to the web section into respective slots formed in a second layer adjacent the first layer of the at least two layers of the web section.

Also disclosed herein is one embodiment of a method for manufacturing a foundation pile. The method includes providing a length of material comprising a first end and a second end and bending the length of material multiple times at different locations to form a foundation pile with a web section and two flange sections. The web section and the two flange sections each has at least two layers of the length of material. In one implementation, bending the length of material includes bending the length of material 12 times.

Disclosed herein is a foundation pile. The foundation pile comprises a first flange. The foundation pile also comprises a second flange spaced apart from the first flange. The foundation pile further comprises a web extending between the first flange and the second flange, wherein the first flange, the second flange, and the web are formed from a single sheet and each comprises at least two layers of the sheet. The foundation pile additionally comprises a rib formed in at least one of the first flange, the second flange, and the web, wherein the rib comprises a bent portion of at least one of the at least two layers of the sheet. The preceding subject matter of this paragraph characterizes example 1 of the present disclosure.

The foundation pile has a first length. The rib has a second length. The second length is less than the first length. The preceding subject matter of this paragraph characterizes example 2 of the present disclosure, wherein example 2 also includes the subject matter according to example 1, above.

The foundation pile has a first length. The rib has a second length. The second length is equal to the first length. The preceding subject matter of this paragraph characterizes example 3 of the present disclosure, wherein example 3 also includes the subject matter according to any one of examples 1 and 2, above.

The rib comprises opposing ends. Each of the opposing ends is tapered. The preceding subject matter of this paragraph characterizes example 4 of the present disclosure, wherein example 4 also includes the subject matter according to any one of examples 1-3, above.

The rib comprises bent portions of two layers of the at least two layers of the sheet. The preceding subject matter of this paragraph characterizes example 5 of the present disclosure, wherein example 5 also includes the subject matter according to any one of examples 1-4, above.

The bent portions of the rib abut each other. The preceding subject matter of this paragraph characterizes example 6 of the present disclosure, wherein example 6 also includes the subject matter according to example 5, above.

The bent portion of the rib is bent, relative to an adjacent layer of the at least two layers, such that an open pocket is defined between the bent portion and the adjacent layer. The preceding subject matter of this paragraph characterizes example 7 of the present disclosure, wherein example 7 also includes the subject matter according to any one of examples 1-6, above.

The rib has a triangular cross-sectional shape. The preceding subject matter of this paragraph characterizes example 8 of the present disclosure, wherein example 8 also includes the subject matter according to any one of examples 1-7, above.

The rib has a trapezoidal cross-sectional shape. The preceding subject matter of this paragraph characterizes example 9 of the present disclosure, wherein example 9 also includes the subject matter according to any one of examples 1-8, above.

The rib has a rectangular cross-sectional shape. The preceding subject matter of this paragraph characterizes example 10 of the present disclosure, wherein example 10 also includes the subject matter according to any one of examples 1-9, above.

The rib is elongated in a direction parallel to a length of the foundation pile. The preceding subject matter of this paragraph characterizes example 11 of the present disclosure, wherein example 11 also includes the subject matter according to any one of examples 1-10, above.

The foundation pile comprises a plurality of ribs. The preceding subject matter of this paragraph characterizes example 12 of the present disclosure, wherein example 12 also includes the subject matter according to any one of examples 1-11, above.

At least one rib of the plurality of ribs is formed in the first flange. At least one rib of the plurality of ribs is formed in the second flange. The preceding subject matter of this paragraph characterizes example 13 of the present disclosure, wherein example 13 also includes the subject matter according to example 12, above.

Multiple ribs of the plurality of ribs are formed in the first flange. Multiple ribs of the plurality of ribs are formed in the second flange. The preceding subject matter of this paragraph characterizes example 14 of the present disclosure, wherein example 14 also includes the subject matter according to example 13, above.

The multiple ribs of the plurality of ribs formed in the first flange are elongated in a direction parallel to a length of the foundation pile and spaced apart from each other in a direction parallel to a width of the foundation pile. The multiple ribs of the plurality of ribs formed in the second flange are elongated in a direction parallel to a length of the foundation pile and spaced apart from each other in a direction parallel to a width of the foundation pile. The preceding subject matter of this paragraph characterizes example 15 of the present disclosure, wherein example 15 also includes the subject matter according to example 14, above.

The at least one rib of the plurality of ribs formed in the first flange projects away from the second flange. The at least one rib of the plurality of ribs formed in the second flange projects away from the first flange. The preceding subject matter of this paragraph characterizes example 16 of the present disclosure, wherein example 16 also includes the subject matter according to any one of examples 13-15, above.

The at least one rib of the plurality of ribs formed in the first flange projects toward the second flange. The at least one rib of the plurality of ribs formed in the second flange projects toward the first flange. The preceding subject matter of this paragraph characterizes example 17 of the present disclosure, wherein example 17 also includes the subject matter according to any one of examples 13-16, above.

The rib is formed in the web. The preceding subject matter of this paragraph characterizes example 18 of the present disclosure, wherein example 18 also includes the subject matter according to any one of examples 1-17, above.

The single sheet is continuous and seamless. The preceding subject matter of this paragraph characterizes example 19 of the present disclosure, wherein example 19 also includes the subject matter according to any one of examples 1-18, above.

The foundation pile is free of a bonding agent between the at least two layers of the sheet. The preceding subject matter of this paragraph characterizes example 20 of the present disclosure, wherein example 20 also includes the subject matter according to any one of examples 1-19, above.

The described features, structures, advantages, and/or characteristics of the subject matter of the present disclosure may be combined in any suitable manner in one or more embodiments and/or implementations. In the following description, numerous specific details are provided to impart a thorough understanding of embodiments of the subject matter of the present disclosure. One skilled in the relevant art will recognize that the subject matter of the present disclosure may be practiced without one or more of the specific features, details, components, materials, and/or methods of a particular embodiment or implementation. In other instances, additional features and advantages may be recognized in certain embodiments and/or implementations that may not be present in all embodiments or implementations. Further, in some instances, well-known structures, materials, or operations are not shown or described in detail to avoid obscuring aspects of the subject matter of the present disclosure. The features and advantages of the subject matter of the present disclosure will become more fully apparent from the following description and appended claims, or may be learned by the practice of the subject matter as set forth hereinafter.

BRIEF DESCRIPTION OF THE DRAWINGS

In order that the advantages of the subject matter may be more readily understood, a more particular description of the subject matter briefly described above will be rendered by reference to specific embodiments that are illustrated in the appended drawings. Understanding that these drawings depict only typical embodiments of the subject matter and are not therefore to be considered to be limiting of its scope, the subject matter will be described and explained with additional specificity and detail through the use of the drawings, in which:

FIG. 1A is a schematic front perspective view of one embodiment of a foundation pile partially driven into the ground;

FIG. 1B is a schematic top partial perspective view of one embodiment of a foundation pile showing a first and second pile member coupled together;

FIG. 2A is a schematic cross-sectional view of one embodiment of a foundation pile with a double layered web and single layered flanges, specifically showing one embodiment of a foundation pile with non-symmetrical first and second pile members;

FIG. 2B is a schematic cross-sectional view of another embodiment of a foundation pile with a double layered web and single layered flanges, specifically showing one embodiment of a foundation pile with non-symmetrical front and rear flange surface widths;

FIG. 2C is a schematic cross-sectional view of another embodiment of a foundation pile with a double layered web and single layered flanges, specifically showing one embodiment of a foundation pile with single layered flanges that extend non-perpendicularly from the double layered web;

FIG. 2D is a schematic cross-sectional view of another embodiment of a foundation pile with a double layered web and single layered flanges, specifically showing another embodiment of a foundation pile with single layered flanges that extend non-perpendicularly from the double layered web;

FIG. 3A is a schematic cross-sectional view of one embodiment of a foundation pile with a double layered web and single layered flanges, specifically showing one embodiment of flange stiffeners;

FIG. 3B is a schematic cross-sectional view of one embodiment of a foundation pile with a double layered web and single layered flanges, specifically showing another embodiment of flange stiffeners;

FIG. 3C is a schematic cross-sectional view of one embodiment of a foundation pile with a double layered web and single layered flanges, specifically showing another embodiment of flange stiffeners;

FIG. 3D is a schematic cross-sectional view of one embodiment of a foundation pile with a double layered web and single layered flanges, specifically showing yet another embodiment of flange stiffeners;

FIG. 4 is a schematic flowchart diagram of one embodiment of a method for manufacturing a foundation pile;

FIG. 5A is a schematic cross-sectional view of one embodiment of a foundation pile made without fasteners and made from a single, unitary structural material;

FIG. 5B is a schematic cross-sectional view of another embodiment of a foundation pile made without fasteners and from a single, unitary structural material;

FIG. 6A is a schematic perspective view, including a magnified partial view, of one embodiment of a foundation pile made from a single, unitary structural material and having a complimentary tab-and-slot engagement in a flange section;

FIG. 6B is another schematic perspective view, including a magnified partial view, of the foundation pile of FIG. 6A;

FIG. 7A is a schematic perspective view of one embodiment of a foundation pile made from a single, unitary structural material and having a complimentary tab-and-slot engagement in a web section;

FIG. 7B is a schematic cross-sectional view, including a magnified partial view, of the foundation pile of FIG. 7A;

FIG. 8 is a schematic flow chart diagram of one embodiment of a method for manufacturing a foundation pile;

FIG. 9 is a schematic flowchart diagram of another embodiment of a method for manufacturing a foundation pile;

FIG. 10 is a perspective view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 11 is a front view of the foundation pile of FIG. 10, according to one or more examples of the present disclosure;

FIG. 12 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 13 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 14 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 15 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 16 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 17 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 18 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 19 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 20 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 21 is a cross-sectional front view of a foundation pile, according to one or more examples of the present disclosure;

FIG. 22 is a side elevation view of a foundation pile, according to one or more examples of the present disclosure; and

FIG. 23 is a side elevation view of a foundation pile, according to one or more examples of the present disclosure.

DETAILED DESCRIPTION

Reference throughout this specification to “one embodiment,” “an embodiment,” or similar language means that a particular feature, structure, or characteristic described in connection with the embodiment is included in at least one embodiment of the subject matter of the present disclosure. Appearances of the phrases “in one embodiment,” “in an embodiment,” and similar language throughout this specification may, but do not necessarily, all refer to the same embodiment. Similarly, the use of the term “implementation” means an implementation having a particular feature, structure, or characteristic described in connection with one or more embodiments of the subject matter of the present disclosure, however, absent an express correlation to indicate otherwise, an implementation may be associated with one or more embodiments.

FIG. 1A is a front perspective view of one embodiment of a foundation pile 100 driven partially into the ground 50. Throughout the present disclosure, the term foundation pile is used to refer to a beam that is implemented to provide a foundation and/or a footing for structures. Foundation piles may be constructed from various materials, such as metal, wood, composite, reinforced cement, etc. While foundation piles may also be used (and possibly adapted for us) as I-beams to support a load across a horizontal span, the piles of the present disclosure are generally configured and intended for use in structural foundations. FIG. 1A also labels each flange surface as either a “front” surface or “rear” surface. These orientation labels, “front” and “rear”, are used throughout the disclosure to describe and identify various segments of the web and flanges. However, depending on the application and the viewing perspective, the front may actually be the rear, and vice-versa.

As background, some piles generally have a central panel of material, such as steel, that is disposed intermediate two other panels that extend laterally from the central panel, such as at opposing ends of the central panel. The central panel is referred to as the web and the two other panels extending laterally from the web are referred to as flanges. The embodiment of the foundation pile 100 depicted in FIG. 1A includes a first pile member 100 and a second pile member 120 that are coupled together. In the illustrated embodiment, each of the first and second pile members 110, 120 depicted in FIG. 1A is generally C-shaped or U-shaped. The first and second pile members 110, 120 are configured to be coupled together so as to form a pile that has a double-layered web 210 and single-layered flanges 220. Additional details and embodiments relating to the possible orientations and configurations of the flanges (i.e., pile members with cross-sectional shapes other than U-shaped or C-shaped) are included below with reference to FIGS. 2A-3D.

FIG. 1B is a top partial perspective view of one embodiment of a foundation pile 100 showing the first and second pile members 110, 120 coupled together to form a double layered web 210 and single layered flanges 220. FIG. 1B also depicts two mechanical fasteners 130 extending through the double layered web 210 to hold or fasten the first pile member 110 to the second pile member 120. The segments and sections of the first and second pile members 110, 120 are described below with reference to FIG. 2A. As described above in the background section and as described in greater detail below with reference to FIGS. 2A-3D, conventional piles are often structurally limited, due in-part to cost and efficiency constraints of conventional manufacturing processes, and have limited application adaptability. For example, some conventional piles separately form the flanges and then weld the flanges to the central web, which may weaken the overall strength of the pile. Another conventional pile has at least one flange that is double layered. While in certain applications a double layered flange may be desired, in other applications it is desirable to have single layered flanges with a double layered web (i.e., certain foundation pile applications).

In contrast to conventional piles, the flanges of the piles of the present disclosure are co-formed with the central web. In other words, the flanges 220 of the pile 100 are not separately formed and welded to the central web, but rather are formed with the central web from a single sheet of material, that is bent to form the flanges.

The mechanical fasteners 130 holding the two pile members 110, 120 together may be rivets, bolts, clasps, pins, etc. The number, distribution, and placement of the mechanical fasteners may vary according to the specifics of a given application. In one embodiment, the first pile member 110 and the second pile member 120 are mechanically coupled together near the ends of the pile. In another embodiment, a single mechanical fastener or a single set of mechanical fasteners are disposed near the longitudinal midline of the pile. In one embodiment, the first and second pile members 110, 120 may be welded together to form the double layered web 210. One of ordinary skill in the art will recognize other mechanical fastener assemblies and configurations for coupling the first and second pile members 110, 120 together that fall within the scope of the present disclosure.

In another embodiment, chemical bonding agents may be implemented to join the two pile members 110, 120 together, whether in conjunction with mechanical fasteners or exclusive thereof. Chemical bonding agents, such as adhesives, epoxies, resins, etc., may be strategically placed in predetermined locations along the double layered web 210 to hold the two pile members 110, 120 together or to enhance the strength of an existing coupling.

FIG. 2A is a cross-sectional view of one embodiment of a foundation pile with a double layered web 210 and single layered flanges 220, specifically showing one embodiment of a foundation pile with non-symmetrical first and second pile members 110, 120. The double layered web 210 is formed from a first web segment 211 of the first pile member 110 and a second web segment 216 of the second pile member 120. As discussed, these two segments 211, 216 may be coupled together using at least one of a mechanical fastener, a chemical bonding agent, and weldment. The joined first and second web segments 211, 216 also form first and second exterior lateral surfaces 212, 217 of the foundation pile. The double layered web also has a front edge 213 and a rear edge 214.

The modifiers “first” and “second”, as used throughout the present disclosure, refer to the two lateral sides of the foundation pile. In other words, the segments and components of the first pile member 110 (the left side of the foundation pile) include the modifier “first” in their respective component names while the segments and components of the second pile member 120 (the right side of the foundation pile) include the modifier “second” in their respective component names.

The single layered flanges 220 included flange segments from both the first and second pile members 110, 120 to form a front flange surface 223 and a rear flange surface 228. The first pile member 110 includes a first front flange segment 221 and a first rear flange segment 226 that extend from the front edge 213 and the rear edge 214, respectively, of the first web segment 211. The second pile member 120 includes a second front flange segment 222 and a second rear flange segment 227 that extend from the front edge 213 and the rear edge 214, respectively, of the second web segment 216. In other words, the front flange surface 223 is formed from the first front flange segment 221 and the second front flange segment 222 and the rear flange surface 228 is formed from the first rear flange segment 226 and the second rear flange segment 227.

As depicted in FIG. 2A, the length of the first flange segments 221, 226 of the first pile member 110 may be comparatively shorter than the lengths of the second flange segments 222, 227 of the second pile member 120. In other words, in one embodiment the first and second pile members 110, 120 are symmetrical (i.e., mirror images across a plane extending between the double layered web) while in another embodiment the first and second pile members 110, 120 may be non-symmetrical (as depicted in FIG. 2A). The non-symmetrical nature of the first and second pile members 110, 120 may not be exclusively based on the lengths of the respective flange segments, but may be based on the extension angle of the flange segments. In other words, the first front flange segment 221 may have a length and/or an extension angle from the first web segment 211 that differs from the length and/or extension angle of the second front flange segment 222.

The reference numbers for the first and second pile members 110, 120 and the reference numbers for the double layered web 210 and single layered flanges 220 will not be included in the remaining figures to avoid obscuring the disclosure and to prevent excessive clutter in the figures. Additionally, various other components may not be labeled in the embodiments depicted in the remaining figures for the same reason of maintaining clear and concise depictions. If an element or a component includes an accompanying reference number in the paragraphs describing a certain figure but the accompanying reference number does not appear in the certain figure, previous figures may be referenced to find similar and/or analogous components showing the referenced element/component.

FIG. 2B is a cross-sectional view of another embodiment of a foundation pile with a double layered web 210 and single layered flanges 220, specifically showing one embodiment of a foundation pile with non-symmetrical front and rear flange surfaces. As depicted, the front flange surface 223 may be comparatively longer than the rear flange surface 228, or vice-versa. In other embodiments, the foundation pile may only include flange segments on either the front or rear edge 213, 214 of the double layered web 210. In yet another embodiment, the extension angle of the flange segments 220 from the double layered web 210 may contribute to the non-symmetrical nature of the front and rear flange surfaces 223, 228.

In other words, the foundation pile may be substantially symmetrical with respect to a plane extending between the first and second web segments 211, 216, or substantially symmetrical with respect to a longitudinal plane traversing the web midway between the front and rear flange surfaces 223, 228 (or symmetric about both planes). In one embodiment, the configuration where the foundation pile is substantially symmetrical with respect to a longitudinal plane traversing the web midway between the front and rear flange surfaces 223, 228 is especially beneficial because conventional piles and I-beams, with double layered-flanges, are generally not symmetrical about such a plane. In another embodiment, the foundation pile may be non-symmetrical based on the extension angles of the flange segments, the extension angle of the flange stiffeners (described below with reference to FIGS. 3A-3D), and/or the various lengths and proportions of the various elements and components.

FIG. 2C is a cross-sectional view of another embodiment of a foundation pile with a double layered web 210 and single layered flanges 220, specifically showing one embodiment of a foundation pile with single layered flanges 220 that extend non-perpendicularly from the double layered web 210. As previously described, while the extension angle of the flange segments 220 from the front and rear edges 213, 214 of the web 210 may be a substantially right angle (i.e., flange extending perpendicular to the web as in conventional I-beams), in other embodiments the flange segments 220 may extend from the web 210 in non-perpendicular directions. For example, FIG. 2C shows a first pile member 110 that includes a first front flange segment 221 and a first rear flange segment 226 that extend from the front and rear edges 213, 214, respectively, of the web 210 at acute angles. In the depicted embodiment, the second pile member 120 has the mirror image flange configuration. In such an embodiment, the front and rear flange surfaces 223, 228 do not occupy a plane but instead have a wedge-like structure. Such a configuration may be selected according to the specifics of a given application. For example, foundation piles with inwardly extending flange segments, as depicted in FIG. 2C, may be well-suited to be driven into and secured in certain types of ground/terrain.

FIG. 2D is a cross-sectional view of another embodiment of a foundation pile with a double layered web 210 and single layered flanges 220, specifically showing another embodiment of a foundation pile with single layered flanges 220 that extend non-perpendicularly from the double layered web 210. FIG. 2D shows a first pile member 110 that includes a first front flange segment 221 and a first rear flange segment 226 that extend from the front and rear edges 213, 214, respectively, of the web 210 at obtuse angles. In the depicted embodiment, the second pile member 120 has the mirror image flange configuration. In such an embodiment, the front and rear flange surfaces 223, 228 do not occupy a plane but instead have a trough-like structure and shape. Such a configuration may be selected according to the specifics of a given application. For example, foundation piles with outwardly extending flange segments, as depicted in FIG. 2C, may be well-suited to be driven into and secured in certain types of ground/terrain.

FIG. 3A is a cross-sectional view of one embodiment of a foundation pile with a double layered web 210 and single layered flanges 220, specifically showing one embodiment of flange stiffeners 232. A flange stiffener 232 extends in a direction that is non-parallel from the direction of the flange segment. In one embodiment, the flange stiffeners 232 may be integrated with the flange segments (i.e., formed of the same, unitary material). The flange stiffeners 232 may be included to increase the structural rigidity and/or strength of the flange segments.

In another embodiment, the flange stiffeners 232 may be for reasons other than structural rigidity, such as to create a foundation pile cross-section that is configured for a specific application. Thus, the flange stiffeners 232 may be implemented as distal portions of the flange segments that extend in a direction that is different from the original extension direction of a proximal portion of the flange segments. While FIGS. 3A-3D only show embodiments with a single flange stiffener 232 on each flange segment, those of ordinary skill in the art will recognize that multiple flange stiffeners may be included on each flange segment, whether in series or in parallel (i.e., multiple stiffeners may extend in multiple directions from a single location on the flange segment). Additionally, certain flange segments may incorporate flange stiffeners while other flange segments on the same foundation pile may not have any flange stiffeners.

In the embodiment depicted in FIG. 3A, the flange stiffeners 232 extend outward at right angles from the flange segments 221, 222, 226, 227. FIG. 3B is a cross-sectional view of another embodiment of a foundation pile with a double layered web 210 and single layered flanges 220, specifically showing flange stiffeners 232 extending inward at right angles from the flange segments 221, 222, 226, 227. FIGS. 3C and 3D are cross-sectional views of other embodiments of foundation piles that each have flange stiffeners 232 extending from the flange segments 221, 222, 226, 227 in directions that are non-perpendicular to the flange segments. FIG. 3C shows flange segments 221, 222, 226, 227 extending from front and rear edges 213, 214 of the web at acute extension angles (inward) with flange stiffeners 232 extending from the distal ends of the flange segments 221, 222, 226, 227 while FIG. 3D shows flange segments 221, 222, 226, 227 extending from front and rear edges 213, 214 of the web at obtuse extension angles (outward) with flange stiffeners 232 extending from the distal ends of the flange segments 221, 222, 226, 227 at an angle that is orthogonal to the web.

FIG. 4 is a schematic flowchart diagram of one embodiment of a method 400 for manufacturing a foundation pile 100. The method 400 includes providing a first pile member 110 that includes a first web segment 211, a first front flange segment 221, and a first rear flange segment 226 that form a monolithic one-piece construction at 410. The method 400 further includes providing a second pile member 120 that has a second web segment 216, a second front flange segment 222, and a second rear flange segment 227 that form a monolithic one-piece construction at 420. Providing these first and second pile members 110, 120 may include hot and/or cold rolling, as well as bending, metal sheets to have a desired shape. The method 400 further includes coupling the first web segment 211 of the first pile member 110 to the second web segment 216 of the second pile member 120 at 430. This coupling step may be accomplished by one or more of mechanically fastening, chemically bonding, and welding, among others.

FIG. 5A is a cross-sectional view of one embodiment of a foundation pile 500 made without fasteners and made from a single, unitary structural material 505. For example, in one embodiment the unitary structural material is a continuous sheet of material (e.g., homogenous material). In one embodiment, a first end 506 of the unitary structural material 505 forms an edge of a first flange section 520. The unitary structural material 505 is configured to extend a distance from the first end 506 before it is bent to form a first layer of a web section 510 that extends between the first flange section 520 and a second flange section 526. The unitary structural material 505 is then rolled to form the double-layered second flange section 526. The unitary structural material 505 then extends back towards the first flange section 520, adjacent to the first layer of the web section 510, where the double-layered configuration of the first flange section 520 is formed.

However, the second end 507 of the unitary structural material 505, instead of terminating adjacent the first end 506, is wrapped around the first end 506 to form an overlapping region 508 where the flange has three layers. This overlapping region 508 holds the double layered structure of the foundation pile 500 together, without requiring fasteners, adhesives, bonding agents, or other such coupling means. Accordingly, since a substantial portion of both flange sections 520, 526 are double-layered, the foundation pile 500 is not constrained to be bent/configured in a certain direction (i.e., about the strong axis) and the foundation pile 500 has a substantially symmetric structural configuration.

In one embodiment, the first flange section 520 has a first end portion 521 and a second end portion 522 and the second flange section 526 has a third end portion 523 and a fourth end portion 524. According to one embodiment, the overlapping region 508 is at one of the first, second, third, and fourth end portions 521, 522, 523, 524.

FIG. 5B is a cross-sectional view of another embodiment of a foundation pile 550 made without fasteners, from a single, unitary structural material 555. For example, the foundation pile 550 is made from a continuous piece of material. As described above with reference to FIG. 5A, a first end 556 of the unitary structural material 555 is positioned at a first end portion 571 of a first flange section 570. The unitary structural material 555 is configured to extend a distance from the first end 556 before it is bent to form a first layer of a web section 560 that extends between the first flange section 570 and a second flange section 576. The unitary structural material 555 is then rolled to form the double-layered second flange section 576. From the second flange section 576, the unitary structural material 555 then extends back towards the first flange section 570, adjacent to the first layer of the web section 560, where the double-layered configuration of the first flange section 570 is formed. A second end 557 of the unitary structural material 555, instead of terminating adjacent the first end 556, is wrapped around the first end 556 to form an overlapping region 558 at the first end portion 571 of the first flange section 570 where the flange has three layers. This overlapping region 558 holds the double layered structure of the foundation pile 550 together, without requiring fasteners, adhesives, bonding agents, or other such coupling means.

According to one embodiment, a bulbous region may is at one of the end portions 571, 572, 573, 574 of the flanges 570, 576. For example, in one embodiment, one of the end portions 571, 572, 573, 574 has a bulbous region 575 while another of the end portions 571, 572, 573, 574 has an overlapping region 558. In another embodiment, three of the end portions 571, 572, 573, 574 have a bulbous region while the remaining end portion of the end portions 571, 572, 573, 574 has the overlapping region 558. The bulbous region 575 is defined as an end portion 571, 572, 573, 574 of a flange segment that has a distance between the layers of material that is greater than the distance between layers of the material in the non-bulbous flange. In one embodiment, the bulbous regions 575 inhibit the cracking of coatings applied over the pile and improve the structural integrity of the foundation pile 550. In one embodiment, the radius of curvature of the bulbous regions 575 may not be as pronounced as shown in FIG. 5B. In other words, the bulbous regions 575 may be more like rounded corners than arcuate protrusions. In one embodiment, the bulbous regions 575 have a hollow center. The bulbous regions 575 at the end portions 571, 572, 573, 574 of the flanges 570, 576 may impart other benefits to the foundation pile 550, as will be recognized by those of ordinary skill in the art.

FIG. 6A is a schematic perspective view, including a magnified partial view, of one embodiment of a foundation pile 600 made from a single, unitary structural material 605 and FIG. 6B is another schematic perspective view, including a magnified partial view, of the foundation pile 600 of FIG. 6A. The foundation pile 600 of FIGS. 6A and 6B includes multiple tab-and-slot features 632, 634 disposed in a first flange section 620 that improve the structural properties of the foundation pile. Similar to the embodiment of the foundation pile 500 described above with reference to FIG. 5A, the length of material 605 from which the foundation pile 600 is formed includes a first end 606 and a second end 607. The length of material 605 extending from the first end 606 forms a first layer of the first flange section 620. The material 605 is bent and thereafter forms a first layer of a web section 610 of the foundation pile. The first layer of the web section 610 extends between the first flange section 620 and a second flange section 626. The unitary structural material 605 is then bent/rolled to form the double-layered second flange section 626. The unitary structural material 605 then extends back towards the first flange section 620, forming a second layer of the web section 610 adjacent the first layer of the web section 610. The unitary structural material 605 is bent/rolled again to form a second layer of the first flange section 620. Thus, the entire foundation pile is double-layered.

The second end 607 of the unitary structural material 605, instead of terminating adjacent the first end 606, is wrapped around the first end 606 to form an overlapping region 608 where the first flange section 620 has three layers. One or more protruding tabs 632 extend from the first end 606 of the unitary material 605 and one or more respective slots 634 are formed in the unitary material 605 adjacent the second end 607. Upon wrapping the second end 607 around the fist end 606, the tabs 632 are received into the slots 634 in order to improve the structural strength of the foundation pile. More specifically, the tab-and-slot engagement improves the transfer of shear flow in the web and flange sections 610, 620, 626.

FIG. 7A is a schematic perspective view of one embodiment of a foundation pile 700 made from a single, unitary structural material 705 and FIG. 7B is a schematic cross-sectional view, including a magnified partial view, of the foundation pile of FIG. 7A. The unitary material 705 of the foundation pile 700 includes a first end 706 and a second end 707. The two ends 706, 707 of the unitary material 705 abut each other in the web section 710 of the foundation pile. In other words, the first and second ends 706, 707 abut each other in the web section 710 to form a first layer of the web section 710 and the unitary material 705 is bent and/or rolled to form the double layered flange sections 720, 726 and the second layer of the web section 710.

In one embodiment, as shown in FIGS. 7A and 7B, the ends 706, 707 of the length of material 705 have one or more tabs 762A, 772A, 762B, 772B that extend perpendicular relative to the web section 710 into respective slots 764A, 774A formed in a second layer 712 adjacent the first layer 711 of the at least two layers of the web section 710. In FIG. 7A, two different configurations of tabs/slots are shown. In one embodiment, the tabs 762A, 772A may be aligned with each other. In another embodiment, the tabs 762B, 772B may be staggered. It is expected that the number of tabs and respective slots may be dependent on the dimensions of the foundation pile and/or the anticipated or expected use of the foundation pile. Also, the location of the abutting ends 706, 707 along the length between the two flange sections 720, 726 may vary. For example, while the ends 706, 707 abut each other substantially at the halfway point between the two flange sections 720, 726 in the depicted embodiments, it is expected that in other embodiments the location of the abutting ends 706, 707 may relatively closer to one of the flange sections 720, 726.

In one embodiment, the tab-and-slot features of the foundation piles 600, 700 shown in FIGS. 6A-7B impart sufficient structure to the foundation piles 600, 700 that no chemical bonding agents, adhesives, or weldments are required to hold the two layers together. In one embodiment, the layers of the foundation pile are non-permanently fixed together. In other words, the layers of the foundation pile may be separable. In one embodiment, the foundation pile has an “I-shaped” cross-section (e.g., the foundation pile may resemble and I-beam).

FIG. 8 is a schematic flowchart diagram of one embodiment of a method 800 for manufacturing a foundation pile. The method 800 includes providing a length of material having a first end and a second end at 810. The method 800 further includes bending the length of material multiple times to form multiple bends at different locations, thereby forming a foundation pile with a web section and two flange sections at 820. The web section and the two flange sections each has at least two layers of the length of material. The bending step of the method 800 may include bending the length of material 12 times to form 12 different bends at 12 different locations. For example, as shown in FIGS. 5A-6B, the single, unitary, continuous length of material can be bent 12 times to form the wrap-around/overlapping embodiment. In one embodiment, during one of the bending actions the method 800 may include inserted the tabs into respective slots, as shown in FIGS. 6A and 6B, to improve the strength of the foundation pile. Alternatively, as shown in FIGS. 7A and 7B, the single length of material can be bent 12 times to form a foundation pile with ends of the length of material abutting in the web section. In such an embodiment, the method 800 may further include bending the tabs (or alternatively inserting pre-bent tabs) into respective slots in an adjacent layer of the web section, as shown and described with reference to FIGS. 7A and 7B. The tabs and slots may be pre-formed in the length of material or the method 800 may include forming such elements.

FIG. 9 is a schematic flowchart diagram of one embodiment of a method 900 for manufacturing a foundation pile. The method 900 includes arranging a plurality of rollers into a desired configuration corresponding to a desired shape of a foundation pile at 910. The plurality of rollers may form part of a roll-forming machine. The desired shape may be the shape shown in FIG. 5A, or other similar shape. The method 900 also includes passing a length of material through the plurality of rollers to form a foundation pile with a web section and two flange sections shaped according to the desired shape at 920. Then, the method 900 includes wrapping a second end of the length of material around a first end of the continuous length of material to form a three-layered overlapping region in one of the flange sections at 930. Wrapping the second end around the first end at 930 may occur after the length of material is formed into the desired shape. In some implementations, the foundation pile can be formed into the desired shape, and the second end of the length of material can be wrapped around the first end, using a different manufacturing process, such as a press-brake process or other similar process.

Referring to FIGS. 10 and 11, another embodiment of a foundation pile 1000 is shown. The foundation pile 1000 includes some features similar to those of the foundation pile 500 of FIG. 5A. For example, the foundation pile 1000 includes a first flange 1020, a second flange 1026, and a web 1010 extending between the first flange 1020 and the second flange 1026. In some implementations, the first flange 1020 and the second flange 1026 are parallel to each other and the web 1010 is perpendicular to both the first flange 1020 and the second flange 1026. Each of the first flange 1020, the second flange 1026, and the web 1010 has a width and a length both significantly greater than a thickness. The first flange 1020, the second flange 1026, and the web 1010 are planar in some implementations. The foundation pile 1000 has a length L1 and a width W that is perpendicular to the length L1.

Additionally, like the foundation pile 500, the foundation pile 1000 is formed from a single, unitary sheet 1005 bent into the I-beam shape of the foundation pile 1000. The sheet 1005 is monolithic, continuous, and seamless. For example, the sheet 1005 can be roll-formed into the shape of the foundation pile 1000, such as by following the method of forming the foundation pile 500 presented above. Each of the first flange 1020, the second flange 1026, and the web 1010 have a double-layered configuration. In other words, the sheet 1005 is bent about itself such that each of the first flange 1020, the second flange 1026, and the web 1010 includes at least two abutting layers of the sheet 1005. Like the foundation pile 500, the foundation pile 1000 also includes an overlapping region 1008 where an edge portion of the sheet 1005 is wrapped around an opposing edge portion of the sheet 1005 to fixedly couple the edge portions of the sheet 1005 together. Although not shown, the overlapping region 1008 can include tab-and-slot features, such as those disclosed in association with FIGS. 6A and 6B, to help secure the edge portions of the sheet 1005 together.

In contrast to the foundation pile 500, the foundation pile 1000 includes at least one rib 1050 formed into at least one of the first flange 1020 and the second flange 1026. In the illustrated embodiment, the foundation pile 1000 includes three ribs 1050 formed into each of the first flange 1020 and the second flange 1026. However, in other embodiments, one or both of the first flange 1020 and the second flange 1026 can include fewer than three ribs 1050 or more than three ribs 1050. Generally, the ribs of the foundation piles 1000 include or are defined by a bent portion of at least one layer of the two layers forming the foundation pile 1000.

Each rib 1050 is elongated in a lengthwise direction of the foundation pile 1000. Moreover, the ribs 1050 on each of the first flange 1020 and the second flange 1026 are parallel to and spaced apart from each other. The ribs 1050 help to stiffen the foundation pile 1000 along its length to promote resistance to bending or bending moments about axes parallel to the width of the first flange 1020 and the second flange 1026 and perpendicular to the length of the first flange 1020 and the second flange 1026. Each rib 1050 is a projection of a portion of the sheet 1005 away from a corresponding flange. In other words, each rib 1050 is a bent and raised portion or an elevated portion of the sheet 1005 forming the corresponding flange. In the illustrated embodiment, each of the ribs 1050 has a triangular cross-sectional shape along a plane perpendicular to the web 1010, the first flange 1020, and the second flange 1026 and parallel to the line A-A of FIG. 10. Each rib 1050 has a height H. Each rib 1050 includes opposing end portions 1051. In some implementations, such as shown in FIGS. 10 and 11, the opposing end portions 1051 are tapered such that the transition from the rib 1050 to the flange is gradual.

Although in some implementations, the ribs 1050 are located at any of various locations on a corresponding one of the first flange 1020 and the second flange 1026, in the illustrated implementation, each of the first flange 1020 and the second flange 1026 includes a rib 1050 at a middle of the corresponding flange, a rib 1050 at a left side of the corresponding flange, and a rib 1050 at a fight side of the corresponding flange. According to some implementations, the ribs 1050 are located at a middle of the flanges or at a location between the middle and the end portions of the flanges.

Referring to FIGS. 22 and 23, the foundation pile 1000 has a length L1 and the ribs 1050, which may also represent all the other ribs of the present disclosure, have a length L2. In some implementations, such as shown in FIG. 22, the length L2 of the ribs 1050 is the same as the length L1. In yet other implementations, such as shown in FIG. 23, the length L2 of the ribs 1050 is less than the length L1 of the foundation pile 1000. Accordingly, in certain implementations, the ribs 1050 are located on the foundation pile 1000 only at locations where the foundation pile 1000 is most susceptible to bending or bending moments. In this manner, providing resistance to bending or bending moments, only where such resistance is needed, can be accomplished without reinforcing the foundation pile 1000 along its entire length, which ultimately saves weight and cost. For this reason, in some implementations, the ribs 1050 can be described as ribs located at localized or discrete locations along the length L1 of the foundation pile 1000.

Referring to FIGS. 12 and 13, according to one embodiment, each rib 1050 is formed by bending one layer (e.g., outer layer) of the sheet 1005, forming the corresponding one of the first flange 1020 and the second flange 1026, away from the other layer (e.g., inner layer) of the sheet 1005, also forming the corresponding one of the first flange 1020 and the second flange 1026. The bent portion of one layer of the sheet 1005 is bent into a desired cross-sectional shape of the rib 1050, which in the illustrated embodiment of FIGS. 12 and 13, is triangular. Because one layer of the flange is bent away from the other layer of the flange, an open pocket or space is defined between the rib 1050 and the underlying layer of the flange. In FIG. 12, in one embodiment, each one of the first flange 1020 and the second flange 1026 includes one rib 1050 located at a middle of the corresponding flange (e.g., in-line with the web 1010). However, in other embodiments, each one of the first flange 1020 and the second flange 1026 includes one rib 1050 located at a location offset from the middle of the corresponding flange (e.g., on the left side or the right side of the flange). As shown in FIG. 13, in one embodiment, each one of the first flange 1020 and the second flange 1026 includes two ribs 1050 each offset from the middle of the corresponding flange on opposite sides of the flange.

As shown in FIGS. 14 and 15, in some embodiments, the foundation pile 1000 includes at least one rib 1054 formed into the first flange 1020 and the second flange 1026 of the foundation pile 1000. The rib 1054 is similar to the rib 1050 in that it is formed by bending one layer of the sheet 1005 of a flange away from the other layer of the sheet 1005 of the flange. Again, similar to the rib 1050, the rib 1054 defines a pocket between the rib 1054 and the underlying layer of the flange. However, unlike rib 1050, the rib 1054 is bent into a cross-sectional shape different than that of the rib 1050. More specifically, the rib 1054 has a substantially trapezoidal shape, rather than a triangular shape. The trapezoidal shape of the rib 1054 provides different stiffness properties compared to the triangular shape of the rib 1050. In FIG. 14, in one embodiment, each one of the first flange 1020 and the second flange 1026 includes one rib 1054 located at a middle of the corresponding flange (e.g., in-line with the web 1010). However, in other embodiments, each one of the first flange 1020 and the second flange 1026 includes one rib 1054 located at a location offset from the middle of the corresponding flange (e.g., on the left side or the right side of the flange). As shown in FIG. 15, in one embodiment, each one of the first flange 1020 and the second flange 1026 includes two ribs 1054 each offset from the middle of the corresponding flange on opposite sides of the flange.

Referring to FIG. 16, in some embodiments, the foundation pile 1000 includes at least one rib 1056 formed into the first flange 1020 and the second flange 1026 of the foundation pile 1000. The rib 1056 is similar to the rib 1050 in that it has a substantially triangular cross-sectional shape. However, unlike the rib 1050, the rib 1056 is formed by bending both layers of the sheet 1005 of a flange such that both layers have a triangular cross-sectional shape. Furthermore, unlike the rib 1050, the layers of the sheet 1005 forming the rib 1056 abut each other such that a pocket does not exist between the layers of the sheet 1005 forming the rib 1056. The dual-layered nature of the rib 1056 provides different (e.g., stronger) stiffness properties compared to the single-layered nature of the rib 1050. Similar to that presented above in relation to FIGS. 12 and 13, the foundation pile 1000 can include any number of ribs 1056 at any of various locations on the first flange 1020 and the second flange 1026 of the foundation pile 1000.

Now referring to FIG. 17, in some embodiments, the foundation pile 1000 includes at least one rib 1058 formed into the first flange 1020 and the second flange 1026 of the foundation pile 1000. The rib 1058 is similar to the rib 1054 in that it has a substantially trapezoidal cross-sectional shape. However, unlike the rib 1054, the rib 1058 is formed by bending both layers of the sheet 1005 of a flange such that both layers have a trapezoidal cross-sectional shape. Furthermore, unlike the rib 1054, the layers of the sheet 1005 forming the rib 1058 abut each other such that a pocket does not exist between the layers of the sheet 1005 forming the rib 1058. The dual-layered nature of the rib 1058 provides different (e.g., stronger) stiffness properties compared to the single-layered nature of the rib 1054. Similar to that presented above in relation to FIGS. 14 and 15, the foundation pile 1000 can include any number of ribs 1058 at any of various locations on the first flange 1020 and the second flange 1026 of the foundation pile 1000.

Referring to FIGS. 18 and 19, in some embodiments, the foundation pile 1000 includes at least one rib 1052 formed into the first flange 1020 and the second flange 1026 of the foundation pile 1000. Like the ribs 1050 and the ribs 1054, each rib 1052 is formed by bending one layer of the sheet 1005, forming the corresponding one of the first flange 1020 and the second flange 1026, away from the other layer of the sheet 1005, also forming the corresponding one of the first flange 1020 and the second flange 1026. The one layer of the sheet 1005 is bent into a desired cross-sectional shape of the rib 1052. However, rather than a triangular or trapezoidal shape, the desired cross-sectional shape of each rib 1052 is rectangular. Moreover, the bent layer of the flange forming the rib 1052 is bent 180-degrees to abut itself, in some implementations, such that a pocket does not exist between the layers of the sheet 1005 forming the rib 1052. In FIG. 18, in one embodiment, each one of the first flange 1020 and the second flange 1026 includes one rib 1052 located at a middle of the corresponding flange (e.g., in-line with the web 1010). However, in other embodiments, each one of the first flange 1020 and the second flange 1026 includes one rib 1052 located at a location offset from the middle of the corresponding flange (e.g., on the left side or the right side of the flange). As shown in FIG. 19, in one embodiment, each one of the first flange 1020 and the second flange 1026 includes two ribs 1052 each offset from the middle of the corresponding flange on opposite sides of the flange.

As shown in FIG. 20, according to one embodiment, like the ribs described above, the foundation pile 1000 includes at least one rib 1060 formed into the first flange 1020 and the second flange 1026 of the foundation pile 1000. However, unlike the ribs described above, which project outwardly away from the web 1010, the ribs 1060 project inwardly toward the web 1010. In other words, the ribs 1050-1056 formed in the first flange 1020 project away from the second flange 1026 and the ribs 1050-1056 formed in the second flange 1026 project away from the first flange 1020, whereas the ribs 1060 formed in the first flange 1020 project toward the second flange 1026 and the ribs 1060 formed in the second flange 1026 project toward the first flange 1020. For example, according to one embodiment, each rib 1060 is formed by bending an inner layer of the sheet 1005, forming the corresponding one of the first flange 1020 and the second flange 1026, away from an outer layer of the sheet 1005, also forming the corresponding one of the first flange 1020 and the second flange 1026. The inner layer of the sheet 1005 is bent into a desired cross-sectional shape of the rib 1060, which in the illustrated embodiment of FIG. 20 is triangular, but could have other cross-sectional shapes. As shown in FIG. 20, in the illustrated embodiment, each one of the first flange 1020 and the second flange 1026 includes two ribs 1060 each offset from the middle of the corresponding flange on opposite sides of the flange. However, in other embodiments, each flange of the foundation pile 1000 includes less or more than two ribs 1060. Although not shown, in some implementations, one or both flanges of the foundation pile 1000 can have both outwardly projecting ribs and inwardly projecting ribs in staggered or aligned arrangements.

Referring to FIG. 21, according to one embodiment, the foundation pile 1000 includes at least one rib 1062 formed into the web 1010 of the foundation pile 1000. The rib 1062 projects outwardly away from the web 1010 in a direction parallel to the width W of the foundation pile 1000. In some implementations, the foundation pile 1000 includes one or more ribs 1062 that extends from only one side of the web 1010. However, in the illustrated embodiment, the foundation pile 1000 includes ribs 1062 that extend from both sides of the web 1010. The ribs 1062 formed on both sides of the web 1010 can be aligned, as shown, or staggered. The ribs 1062 can be formed in a manner similar to the ribs 1050-1058. For example, according to one embodiment, each rib 1062 is formed by bending one layer of the sheet 1005 forming the web 1010 away from the other sheet forming the web 1010. The layer of the sheet 1005 forming the rib 1062 can be bent into any of various desired cross-sectional shapes, such as those described above. For example, in the illustrated embodiment of FIG. 21, the cross-sectional shape of each rib 1062 is triangular.

Although the ribs 1050-1062 shown in the illustrated embodiments have triangular, trapezoidal, or rectangular cross-sectional shapes, it is recognized that the ribs of the foundation pile 1000 of the present disclosure can have other cross-sectional shapes, such as square, circular, ovular, polygonal, and the like.

In the above description, certain terms may be used such as “up,” “down,” “upper,” “lower,” “horizontal,” “vertical,” “left,” “right,” “over,” “under” and the like. These terms are used, where applicable, to provide some clarity of description when dealing with relative relationships. But, these terms are not intended to imply absolute relationships, positions, and/or orientations. For example, with respect to an object, an “upper” surface can become a “lower” surface simply by turning the object over. Nevertheless, it is still the same object. Further, the terms “including,” “comprising,” “having,” and variations thereof mean “including but not limited to” unless expressly specified otherwise. An enumerated listing of items does not imply that any or all of the items are mutually exclusive and/or mutually inclusive, unless expressly specified otherwise. The terms “a,” “an,” and “the” also refer to “one or more” unless expressly specified otherwise. Further, the term “plurality” can be defined as “at least two.”

Additionally, instances in this specification where one element is “coupled” to another element can include direct and indirect coupling. Direct coupling can be defined as one element coupled to and in some contact with another element. Indirect coupling can be defined as coupling between two elements not in direct contact with each other, but having one or more additional elements between the coupled elements. Further, as used herein, securing one element to another element can include direct securing and indirect securing. Additionally, as used herein, “adjacent” does not necessarily denote contact. For example, one element can be adjacent another element without being in contact with that element.

As used herein, the phrase “at least one of”, when used with a list of items, means different combinations of one or more of the listed items may be used and only one of the items in the list may be needed. The item may be a particular object, thing, or category. In other words, “at least one of” means any combination of items or number of items may be used from the list, but not all of the items in the list may be required. For example, “at least one of item A, item B, and item C” may mean item A; item A and item B; item B; item A, item B, and item C; or item B and item C. In some cases, “at least one of item A, item B, and item C” may mean, for example, without limitation, two of item A, one of item B, and ten of item C; four of item B and seven of item C; or some other suitable combination.

Unless otherwise indicated, the terms “first,” “second,” etc. are used herein merely as labels, and are not intended to impose ordinal, positional, or hierarchical requirements on the items to which these terms refer. Moreover, reference to, e.g., a “second” item does not require or preclude the existence of, e.g., a “first” or lower-numbered item, and/or, e.g., a “third” or higher-numbered item.

As used herein, a system, apparatus, structure, article, element, component, or hardware “configured to” perform a specified function is indeed capable of performing the specified function without any alteration, rather than merely having potential to perform the specified function after further modification. In other words, the system, apparatus, structure, article, element, component, or hardware “configured to” perform a specified function is specifically selected, created, implemented, utilized, programmed, and/or designed for the purpose of performing the specified function. As used herein, “configured to” denotes existing characteristics of a system, apparatus, structure, article, element, component, or hardware which enable the system, apparatus, structure, article, element, component, or hardware to perform the specified function without further modification. For purposes of this disclosure, a system, apparatus, structure, article, element, component, or hardware described as being “configured to” perform a particular function may additionally or alternatively be described as being “adapted to” and/or as being “operative to” perform that function.

The schematic flowchart diagrams and/or schematic block diagrams in the Figures illustrate the architecture, functionality, and operation of possible implementations of apparatuses, systems, methods and computer program products according to various embodiments of the present invention. In this regard, each block in the schematic flowchart diagrams and/or schematic block diagrams may represent a module, segment, or portion of code, which comprises one or more executable instructions for implementing the specified logical function(s).

It should also be noted that, in some alternative implementations, the functions noted in the block may occur out of the order noted in the figures. For example, two blocks shown in succession may, in fact, be executed substantially concurrently, or the blocks may sometimes be executed in the reverse order, depending upon the functionality involved. Other steps and methods may be conceived that are equivalent in function, logic, or effect to one or more blocks, or portions thereof, of the illustrated figures.

Although various arrow types and line types may be employed in the flowchart and/or block diagrams, they are understood not to limit the scope of the corresponding embodiments. Indeed, some arrows or other connectors may be used to indicate only the logical flow of the depicted embodiment. For instance, an arrow may indicate a waiting or monitoring period of unspecified duration between enumerated steps of the depicted embodiment. It will also be noted that each block of the block diagrams and/or flowchart diagrams, and combinations of blocks in the block diagrams and/or flowchart diagrams, can be implemented by special purpose hardware-based systems that perform the specified functions or acts, or combinations of special purpose hardware and computer instructions.

The present subject matter may be embodied in other specific forms without departing from its spirit or essential characteristics. The described embodiments are to be considered in all respects only as illustrative and not restrictive. All changes which come within the meaning and range of equivalency of the claims are to be embraced within their scope.

Number	Name	Date	Kind
1457303	Higgins	Jun 1923	A
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2635716	Mayes	Apr 1953	A
2670061	Mcmahon et al.	Feb 1954	A
2747704	Gorey	May 1956	A
3810363	Dar Conte	May 1974	A
4251973	Paik	Feb 1981	A
5373679	Goleby	Dec 1994	A
5860636	Duncan et al.	Jan 1999	A
6219990	Snyder et al.	Apr 2001	B1
7556454	Cable et al.	Jul 2009	B2
7615073	Deacon et al.	Nov 2009	B2
8720866	Gibbs	May 2014	B1
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20070130873	Fisher	Jun 2007	A1
20080155935	Raheel et al.	Jul 2008	A1
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Number	Date	Country
2243648	Aug 2011	EP
2011135054	Nov 2011	WO

	Number	Date	Country
Parent	15060561	Mar 2016	US
Child	15943599		US

Pile for tower foundation

Information

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CPC

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CPC

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Abstract

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CROSS-REFERENCE TO RELATED APPLICATIONS

US Referenced Citations (19)

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Non-Patent Literature Citations (1)

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Continuation in Parts (1)