FLARED REINFORCED PIER AND PIER BRACKET ASSEMBLY AND METHODS OF MANUFACTURING AND USE
A starter pier for a pier bracket assembly that is used support a structure (e.g., a foundation of a building, or the like). The starter pier has a first end, a second end, and an intermediate portion. The first end may be a flared first end that is swaged using a die. A reinforcing member may be inserted into the flared first end to provide support for the flared first end of the starter pier. The reinforcing member may be operatively coupled to the flared first end of the starter pier by compressing the flared first end around the reinforcing member using a mold. Additionally, or alternatively, the reinforcing member may be press-fit into the starter pier, connectors may be used, or the like to operatively couple the flared first end to the reinforcing member.
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This application claims priority to U.S. Provisional Application No. 63/236,273 entitled “Flared reinforced Pier and Pier Bracket Assembly and Methods of Manufacturing and Use” filed on Aug. 24, 2021, which is assigned to the assignee hereof and the entirety of which is incorporated by reference herein.
FIELDThe present invention relates to starter piers and pier bracket assemblies that use starter piers, and more particularly, improved starter piers and methods of manufacturing the starter piers.
BACKGROUNDAnchor assemblies, including structural piers, function under compression as footings or underpinnings for structures, such as building foundations, walls, platforms, towers, bridges, and other structures. Anchor assemblies are used in both new construction as well as in the repair of settled and damaged footings, foundations, or other supports of existing buildings and other structures. Structural pier devices used in anchor assemblies include helical anchors and push piers. A helical anchor includes a shaft that carries one or more bearing plates, or flights, generally arranged in a helical configuration on the shaft. In use, powered rotation is communicated to the shaft to screw the helical anchor into the ground to bedrock or to load-bearing strata sufficiently stable to support the desired structure. Once inserted into the ground, the structure to be supported may be built or repaired with some or all of its weight carried by the helical anchor. Push piers are linear shafts hydraulically driven into the ground alongside the structure to be supported until the push piers reach bedrock or a load bearing strata region at which the piers experience a desired amount of resistance sufficient to support the structure. Once a series of push piers or helical piers are driven into the ground, the structure is raised by a desired amount and fastened to the piers with a pier bracket assembly. The piers and bracket assemblies are coupled to one another in order to support the structure.
BRIEF SUMMARYEmbodiments of the present invention relate to a starter pier and/or a pier bracket assembly that uses the starter pier. The pier bracket assembly comprises a pier bracket, a sleeve, a starter pier, one or more push piers sections, and/or other components as will be described herein. The pier bracket is configured for operative coupling with a structure (e.g., a building foundation, wall, footers, or the like support member), and the piers (e.g., starter pier, one or more push piers sections, or the like) are inserted into the ground under force in order to support the weight of the structure.
The starter pier (e.g., otherwise described as a lower, lead, or the like pier) has a first end, a second end, and an intermediate portion. The starter pier may be a hollow tube. The first end may be a flared first end that is swaged such that the flared first end has a flared internal diameter that is greater than the interior diameter of the hollow tube of the starter pier, while the flared first end has a flared outer diameter that is greater than the outer diameter of the hollow tube of the starter pier. A reinforcing member (e.g., a cylindrical member) may be inserted into the flared first end to provide support for the flared first end of the starter pier. The reinforcing member may be a cylindrical ring member. The reinforcing member may be operatively coupled to the flared first end of the starter pier (e.g., through compressing the flared first end around the ring, press-fitting the ring into the tube, staking, using couplings, such as a weld, fasteners, or the like, or other like operative coupling). Also, the second end may comprise one or more couplers, such as an insert and fasteners, a female coupling (e.g., internal threaded section, or the like) that facilitates connection with a male coupling (e.g., externally threaded section, or the like), a male coupling that facilitates connection with a female coupling, fasteners (e.g., bolts, rivets, or the like), clamps, crimping, flares, dimples, slots, projections, groves, bosses, or the like in order to operatively couple the second end of a starter pier to an adjacent push pier section.
One embodiment of the invention comprises a pier for a pier bracket assembly. The pier comprises a tube having a first end and a second end, wherein the first end is a flared first end. The pier further comprises a reinforcing member operatively coupled to the flared first end and located at least partially within an internal surface of the flared first end.
In further accord with embodiments, the reinforcing member is a cylindrical member.
In other embodiments, the cylindrical member is a ring with an aperture therethrough.
In yet other embodiments, the ring is continuous.
In still other embodiments, the ring is discontinuous.
In other embodiments, the ring has an outer surface and an inner surface, and wherein the outer surface and the inner surface of the ring are uniform and concentric.
In further accord with embodiments, the pier is a starter pier.
In other embodiments, the flared first end is compressed around at least a portion of the reinforcing member.
In yet other embodiments, the reinforcing member is press fit into the flared first end.
In still other embodiments, the pier further comprises one or more connectors to aid in operatively coupling the flared first end to the reinforcing member.
In other embodiments, the tube has a circular shape.
Another embodiment of the invention comprises a method of manufacturing a pier. The method comprises flaring a first end of a tube to form a flared first end, inserting a reinforcing member into at least a portion of the flared first end, and operatively coupling the reinforcing member to the flared first end.
In further accord with embodiments, flaring the first end of the tube comprises using a press and flare die to swage the first end of the tube.
In other embodiments, operatively coupling the reinforcing member to the flared first end comprises using a press and a mold to compress at least a portion of the flared first end around the reinforcing member.
In yet other embodiments, operatively coupling the reinforcing member to the flared first end comprises using a press to press-fit the reinforcing member to the first end.
In still other embodiments, operatively coupling the reinforcing member to the flared first end comprises using one or more connectors between the flared first end and the reinforcing member.
Another embodiment of the invention is pier bracket assembly comprising a pier bracket configured to be operatively coupled to a structure and a starter pier. The starter pier comprising a tube having a first end and a second end, wherein the first end is a flared first end, and a reinforcing member operatively coupled to the flared first end and located at least partially within an internal surface of the flared first end. The pier bracket assembly further comprises one or more push piers sections configured to be operatively coupled to the second end of the starter pier or each other. The starter pier and the one or more push piers are operatively coupled to the pier bracket to support the structure.
In further accord with embodiments, the reinforcing member is a cylindrical member.
In other embodiments, the flared first end is compressed around at least a portion of the reinforcing member.
Another embodiment of the invention is a method of installing a pier bracket assembly. The method comprises assembling a pier bracket to a structure, and assembling a starter pier to the pier bracket. The starter pier comprises a tube having a first end and a second end, wherein the first end is a flared first end, and a reinforcing member operatively coupled to the flared first end and located at least partially within an internal surface of the flared first end. The method further comprises assembling a drive assembly to the bracket and starter pier, pushing the starter pier into the ground using the drive assembly, assembling a push pier section to the second end of the starter pier, and driving the push pier at least partially into the ground using the drive assembly. The flared first end with the reinforcing member pushes the ground and reduces the friction between the ground and an intermediate portion and second end of the starter pier and the push pier assembled to the starter pier.
To the accomplishment of the foregoing and the related ends, the one or more embodiments of the invention comprise the features hereinafter fully described and particularly pointed out in the claims. The following description and the annexed drawings set forth certain illustrative features of the one or more embodiments. These features are indicative, however, of but a few of the various ways in which the principles of various embodiments may be employed, and this description is intended to include all such embodiments and their equivalents.
The accompanying drawings, which illustrate embodiments of the invention and which are not necessarily drawn to scale, are as follows:
Embodiments of the present invention may now be described more fully hereinafter with reference to the accompanying drawings, in which some, but not all, embodiments of the invention are shown. Indeed, the invention may be embodied in many different forms and should not be construed as limited to the embodiments set forth herein; rather, these embodiments are provided so that this disclosure may satisfy applicable legal requirements. Like numbers refer to like elements throughout.
Referring now to the drawings, wherein like reference numerals designate corresponding or similar elements throughout the several views, embodiments of a starter pier 100 and/or a pier bracket assembly 10 using the starter pier 100 are shown in
The pier bracket 20, may be any type of pier bracket 20 that is operatively coupled to a structure 2 (e.g., through the use of bolts, one or more connectors, such as anchors, or the like). As will be described in further detail herein, the one or more piers 50 may be operatively coupled to each other and forced into the ground so as to form an anchor to carry the loading of the structure 2. The one or more piers 50 may be any type of tube of any shape (e.g., square, oval, rectangular, non-uniform, or the like), but are typically round (e.g., circular, or the like). The one or more piers 50 may be solid, hollow, partially solid, partially hollow, or the like; however, the one or more piers 50 are typically hollow. The first of a plurality of piers 50 may comprise a starter pier 100 (e.g., otherwise described as a lower, lead, or the like pier). The starter pier 100 may have a first end 110, a second end 120, and an intermediate portion 130. The starter pier 100 may be a tube 102 (e.g., a hollow tube, or the like of any shape) that has an interior diameter 104 and an exterior diameter 106. The first end 110 may be a flared first end 112 (otherwise described herein as a flared end 112) that is swaged such that the flared first end 112 has a flared internal diameter 114 that is greater than the interior diameter 104 of the starter pier 100 (e.g., the intermediate portion 130, or the like), while the flared first end 112 has a flared outer diameter 116 that is greater than the outer diameter 106 of the starter pier 100 (e.g., intermediate portion 130, or the like). In some embodiments, the flared internal diameter 114 may converge from a distal end (outer end) of the flared first end 112 to a proximal end (end adjacent the intermediate portion 130) of the flared first end 112. An intermediate portion 130 may extend between the first end 110 and the second end 120. The second end 120 may comprise one or more couplers 140. The one or more couplers 140 may comprise, an insert 142 (e.g., tube, other type of insert) that is operatively coupled to the starter pier 100 (e.g., the second end 120) through the use of insert connections 144 (e.g., welds, clamps, clips, bosses, fasteners, such as screws, bolts, rivets, or the like, or other like connections). In other embodiments, the one or more couplers 140 may comprise a female coupling (e.g., internal threaded section, or the like) that facilitates connection with a male coupling (e.g., externally threaded section, or the like) of a push pier 52 (or vice versa). However, it should be understood that any type of couplers 140 may be used, such as fasteners (e.g., bolts, rivets, or the like), clamps, crimping, flares, dimples, bosses, slots, projections, groves, or the like in order to operatively couple the second end 120 of a starter pier 100 to an adjacent push pier section 52 section, which in turn is operatively coupled to one or more additional push piers sections 52 in series in the same or similar ways using couplers 140. While the coupler 140, such as the insert 142, is illustrated as being operatively coupled to the second end 120 of the starter pier 100, it should be understood that the coupler 140, such as the insert 142, may be operatively coupled to a first end of a push pier section 52 and operatively coupled to the second end 120 of the starter pier 100 during installation.
A reinforcing member 180 (otherwise described herein as a reinforcement member 180) may be inserted into the flared first end 112 to provide support for the flared first end 112 of the starter pier 100. In some embodiments, the reinforcing member 180 may have a shape that corresponds to the shape of the pier 100 (e.g., a flared first end 112, or the like). As such, in some embodiments, the reinforcing member 180 may be a cylindrical member. In some embodiments the cylindrical member may be a ring 182 with an aperture therethrough. The ring 182 may be continuous (e.g., no breaks) or discontinuous (e.g., have one or more slots, or the like to allow the ring to flex). The ring 182 may have an inner member diameter 184 with an inner member surface 185 and an outer member diameter 186 with and outer member surface 187. The inner member diameter 184 and outer member diameter 186 may be uniform and concentric with each other. Alternatively, the inner member surface 185 and/or the outer member surface 187 may converge or diverge from each other (e.g., may be at least partially semi-conical, or the like). The outer member diameter 184 may be the same as or similar to (e.g., slightly smaller or larger) than one or more portions of the flared internal diameter 114.
As illustrated in
The reinforcing member 180 may be operatively coupled to the flared first end 112 such that the end face of the reinforcing member 180 and the end face of the flared first end 112 are approximately flush with each other (e.g., in the same plane, or the like as illustrated in
It should be understood that the flared first end 112 of the starter pier 100 may have any type of shape or configuration. For example, the external flared end surface 117 of the flared first end 112 may be a smoothed radiused surface, a flat angled surface, different sections having different radiuses and/or flat sections. In some embodiments, the flared outer diameter 116 located at the distal end of the flared first end 112 may range from 3 to 4 inches, the flared inner diameter 114 may range from 2.75 to 3.5 inches, and the flared first end may have a flared angle that ranges from 1 to 5 degrees. Should the reinforcing member 180 be a cylindrical hollow ring, in some embodiments, the outer ring diameter 186 may range from 2.75 to 3.5 inches, the length may range from 0.5 to 2 inches, and the thickness of the ring may range from 0.1 to 0.3 inches. However, it should be understood that the dimensions may fall outside, overlap, or fall within these ranges or any value within or outside of these ranges dependent on the application of the starter pier 100.
As illustrated in
The pier bracket 20 may be any type of pier bracket. However, in some embodiments, as illustrated in
The seat 24, such as the base leg 28 may be operatively coupled to a stand 26 (e.g., a sand plate 26) which may provide a surface for vertically standing the pier bracket 20 when the pier bracket 20 is not operatively coupled to the structure 2. In the illustrated embodiments, the shape of the stand 26, base leg 28, and/or upper leg 29 are square or rectangular; however, these components may be any type of shape (e.g., oval, circular, half-circular, hexagonal, any polygonal, non-uniform, or the like shape).
One or more side plates 30 (e.g., a pair of truncated triangular side plates, or the like) may extend from and interconnect the seat 24 to the stand 26 (e.g., the base leg 28 to the sand plate). The side plates 30 may taper in width from their connection at an upper edge to the base leg 28 to a smaller width at their connection at a lower edge to the stand 26. One or more of the side plates 30 may having openings 32 (e.g., oblong opening, or other shape) that are sized to fit a hand so that an installer has a handhold for carrying the pier bracket 20. The side plates 30 may converge from the outer free edge of the base leg 28 to the inner edge of the base leg 28. The inner edges of the side plates may 30 project beyond the upper leg 29 of the L-shaped seat 24 and may be operatively coupled to the tubular member 34 (e.g., hollow tubular member that is circular, oval, square, rectangular, pentagonal, hexagonal, any polygonal shape, or the like). The tubular member 34 may be operatively coupled to the seat 24, such as the upper leg 20 of the seat (e.g., extending substantially parallel with the upper leg 29, or the like). For example, the upper end of the tubular member 34 may be operatively coupled to the upper leg 29. In in the illustrated embodiments, the upper end of the tubular member 34 may be operatively coupled to the upper leg 29 through the use of a flange 36, such as at a point intermediate the length of the upper leg and the tubular member 34. The tubular member 34 operatively coupled to the seat 24 and stand 26 defines an axial through bore configured to receive an elongated sleeve 38 for passing piers 50 therethrough for supporting the structure 2, as will be described below. However, it should be understood that the pier bracket 20 may not include a tubular member 34, and instead the sleeve 38 and/or the one or more piers 50 may be operatively coupled to the pier bracket 20 in other ways, such as through the use of one or more securing members (e.g., clamps, plates, bars, rods, or the like) and/or fasteners that restrict horizontal movement of the piers 50 with respect to the pier bracket 20, but allow for the sleeve 38 and/or one or more piers to move vertically with respect to bracket 20 (e.g., until the one or more piers 50 are installed in the ground).
The sleeve 38 may comprise a hollow tubular element having outer diameter dimensions larger than that of the structural support devices. The sleeve 38 may have a restriction portion 39 that restricts the movement of restriction portion 39 of the sleeve 38 past the pier bracket 20 (e.g., a portion of the sleeve cannot pass through the tubular member 34, or the like). As such, the restriction portion 39 may have a restriction outer diameter that is greater than the outer diameter of the remainder of the sleeve 38. As such, in some embodiments the restriction portion 39 of the sleeve 38 may be a flared end (e.g., formed by swaging, or the like) with or without a reinforcing member located within the flared end. In other embodiments the restriction portion 39 may be a collar located outside of a portion of the sleeve 38, such as a ring collar welded to the periphery at an end of the sleeve 38.
The tubular member 34 may support a pair of opposed ears 40 extending outwardly from the periphery of the tubular member 34 and parallel with the flange 36. The flange 36 and each of the ears 40 define two pairs of aligned bolt holes 42 so that the pier bracket 20 may be fastened to the underpinning drive assembly. The peripheral edges of both the flange 36 and the ears 40 are rounded at their corners. This configuration facilitates placement of the drive assembly proximate the pier bracket 20 in preparation for driving the structural piers 50. As illustrated in
As illustrated in
As illustrated in
As illustrated in
Block 304 of
Blocks 306 through 310 illustrate that a reinforcing member 180 may be operatively coupled to the flared first end 112 of the starter tube 102 in order to form a reinforced flared first end 112 of the starter pier 100. That is, the reinforcing member 180 member is located in the flared first end and at least a portion of the flared first end 112 may be compressed around the reinforcing member 180 through the use of any compression process. However, in some embodiments, it should be understood that the reinforcing member 180 may be operatively coupled to the starter tube 102 as previously described herein with respect to
Alternatively, or additionally, as illustrated in block 308 of
Furthermore, as illustrated in block 310 of
After the components of the pier bracket assembly 10 are procured (e.g., purchased, manufactured, or the like), one or more pier bracket assemblies 10 may be installed on a structure 2. In use, an area of earth is excavated immediately adjacent a structure 2, such as adjacent to a foundation, to expose a portion of the structure 2, such as a footer of the foundation. This excavation area may extend beneath the base of the footer. The structure 2, such as a footer may be prepared by using a tool, such as a chipping hammer, to remove dirt, debris, and/or loose concrete from the structure 2 in order to provide bearing surfaces for the pier bracket 20.
As illustrated in block 310 of
Block 314 of
A drive assembly is used to drive the starter pier 100 into the ground, as illustrated by block 316 in
As illustrated by block 318, additional push piers 52 (e.g., push pier sections) may be operatively coupled to the second end 130 (e.g., through couplers 140, or the like) of the starter pier 100 axially with respect to the starter pier 100 and each second end of the push piers 52 as additional push piers 52 are added in series. The one or more push piers 52 may be operatively coupled to the starter pier 100 and/or each other before the end of the previous push pier is passed through the sleeve 38 and/or pier bracket 20. Each push pier 52 is driven into the ground using the drive assembly until resistance is met (e.g., load bearing resistance), such as bedrock, packed soil, or the like. Thereafter, the drive assembly is used to raise the structure, or the drive assembly is removed from the pier bracket 20 and other components are used to raise the structure to the desired level. In some embodiments, the last push pier 52 in the assembly may have a portion removed (e.g., a portion of the intermediate portion, second end, or the like is cut, disassembled, or the like) before or after raising the structure 2 in order to keep a low profile of the pier bracket assembly 10 such that at least a portion of (or all of) the pier bracket assembly 10 may be buried under the ground.
The pier bracket assembly 10 including the starter pier 100 has many advantages, including but not limited to improved manufacturing, such as manufacturing that does not require any machining to create the flared first end 212, use of a press, dies, and/or molds to create the flared first end 112 and to operatively couple the reinforcing member 180 to the flared first end 112 of the starter pier 100, and/or the like. Moreover, the reinforced flared end 112 provides for a strengthened end of the starter pier 100 that is used to push soil out of the way and create an annular space (e.g., with loose soil) to reduce the friction between the soil and the external surface of the piers 50.
Also, it will be understood that, where possible, any of the advantages, features, functions, devices, and/or operational aspects of any of the embodiments of the present invention described and/or contemplated herein may be included in any of the other embodiments of the present invention described and/or contemplated herein, and/or vice versa. In addition, where possible, any terms expressed in the singular form herein are meant to also include the plural form and/or vice versa, unless explicitly stated otherwise. Accordingly, the terms “a” and/or “an” shall mean “one or more.”
Certain terminology is used herein for convenience only and is not to be taken as a limiting. For example, words such as “upper,” “lower,” “left,” “right,” “horizontal,” “vertical,” “upward,” “downward,” “top” and “bottom” merely describe the configurations shown in the FIGs. Indeed, the components may be oriented in any direction and the terminology, therefore, should be understood as encompassing such variations unless specified otherwise. The words “interior” and “exterior” refer to directions toward and away from, respectively, the geometric center of the core and designated parts thereof. The terminology includes the words specifically mentioned above, derivatives thereof and words of similar import.
It should be understood that “operatively coupled,” when used herein, means that the components may be formed integrally with each other, or may be formed separately and coupled together. Furthermore, “operatively coupled” means that the components may be formed directly to each other, or to each other with one or more components located between the components that are operatively coupled together. Furthermore, “operatively coupled” may mean that the components are detachable from each other, or that they are permanently coupled together.
While certain exemplary embodiments have been described and shown in the accompanying drawings, it is to be understood that such embodiments are merely illustrative of and not restrictive on the broad invention, and that this invention not be limited to the specific constructions and arrangements shown and described, since various other changes, combinations, omissions, modifications and substitutions, in addition to those set forth in the above paragraphs, are possible. Those skilled in the art will appreciate that various adaptations, modifications, and combinations of the just described embodiments can be configured without departing from the scope and spirit of the invention. Therefore, it is to be understood that, within the scope of the appended claims, the invention may be practiced other than as specifically described herein.
Claims
1. A pier for a pier bracket assembly, the pier comprising:
- a tube having a first end and a second end, wherein the first end is a flared first end; and
- a reinforcing member operatively coupled to the flared first end and located at least partially within an internal surface of the flared first end.
2. The pier of claim 1, wherein the reinforcing member is a cylindrical member.
3. The pier of claim 2, wherein the cylindrical member is a ring with an aperture therethrough.
4. The pier of claim 3, wherein the ring is continuous.
5. The pier of claim 3, wherein the ring is discontinuous.
6. The pier of claim 3, wherein the ring has an outer surface and an inner surface, and wherein the outer surface and the inner surface of the ring are uniform and concentric.
7. The pier of claim 1, wherein the pier is a starter pier.
8. The pier of claim 1, wherein the flared first end is compressed around at least a portion of the reinforcing member.
9. The pier of claim 1, wherein the reinforcing member is press fit into the flared first end.
10. The pier of claim 1, further comprising:
- one or more connectors to aid in operatively coupling the flared first end to the reinforcing member.
11. The pier of claim 1, wherein the tube has a circular shape.
12. A method of manufacturing a pier, the method comprising:
- flaring a first end of a tube to form a flared first end;
- inserting a reinforcing member into at least a portion of the flared first end; and
- operatively coupling the reinforcing member to the flared first end.
13. The method of claim 12, wherein flaring the first end of the tube comprises using a press and flare die to swage the first end of the tube.
14. The method of claim 12, wherein operatively coupling the reinforcing member to the flared first end comprises using a press and a mold to compress at least a portion of the flared first end around the reinforcing member.
15. The method of claim 12, wherein operatively coupling the reinforcing member to the flared first end comprises using a press to press-fit the reinforcing member to the first end.
16. The method of claim 12, wherein operatively coupling the reinforcing member to the flared first end comprises using one or more connectors between the flared first end and the reinforcing member.
17. A pier bracket assembly comprising:
- a pier bracket configured to be operatively coupled to a structure;
- a starter pier comprising: a tube having a first end and a second end, wherein the first end is a flared first end; and a reinforcing member operatively coupled to the flared first end and located at least partially within an internal surface of the flared first end;
- one or more push piers sections configured to be operatively coupled to the second end of the starter pier or each other; and
- wherein the starter pier and the one or more push piers are operatively coupled to the pier bracket to support the structure.
18. The pier bracket of claim 17, wherein the reinforcing member is a cylindrical member.
19. The pier bracket of claim 17, wherein the flared first end is compressed around at least a portion of the reinforcing member.
20. A method of installing a pier bracket assembly, the method comprising:
- assembling a pier bracket to a structure;
- assembling a starter pier to the pier bracket, wherein the starter pier comprises: a tube having a first end and a second end, wherein the first end is a flared first end; and a reinforcing member operatively coupled to the flared first end and located at least partially within an internal surface of the flared first end;
- assembling a drive assembly to the bracket and starter pier;
- pushing the starter pier into the ground using the drive assembly;
- assembling a push pier section to the second end of the starter pier; and
- driving the push pier at least partially into the ground using the drive assembly;
- wherein the flared first end with the reinforcing member pushes the ground and reduces the friction between the ground and an intermediate portion and second end of the starter pier and the push pier assembled to the starter pier.
Type: Application
Filed: Aug 16, 2022
Publication Date: Mar 2, 2023
Applicant: Independence Materials Group, LLC (Virginia Beach, VA)
Inventor: William A. GANTT (Blair, SC)
Application Number: 17/889,302