# US 12,180,732 B2 · Modular foundation for tower with expandable base > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 12,180,732 B2 - Document ID: US12180732B2 - Status: Granted - Kind: B2 - Application number: 18/161,703 - Filed: 2023-01-30 - Published: 2023-08-03 - Granted: 2024-12-31 - Earliest claimed: 2022-01-31 - Assignees: ARE Telecom Incorporated - Applicants: ARE Telecom Incorporated - Inventors: Dion Johnson; Michael Clifton - Web page: https://patentgrep.com/patent/US12180732B2 ## CPC - E04H 12/2246: {filled with water, sand or the like} - E04H 12/345: {Arrangements for tilting up whole structures or sections thereof (E04H12/347 takes precedence)} - E04H 12/10: Truss-like structures - E04H: BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL (foundations E02D) ## Abstract A foundation for a tower includes a plurality of ballast holders spaced from each other and a central portion configured to support a tower. The foundation includes a plurality of connecting members, each connecting member configured to attach a ballast holder to the central portion, wherein a length of the plurality of connecting members is determined based upon the load capacity required to retain the tower in a vertical position, wherein when the plurality of ballast holders is connected to the central portion, the central portion is elevated above the plurality of ballast holders, wherein different lengths of the connecting members expands and contracts the footprint of the foundation to match the foundation to the required maximum loading requirements. ## Claims ### Claim 1 A foundation for a tower comprising: a plurality of ballast holders spaced from each other; a central portion configured to support a tower; and a plurality of connecting members, each connecting member configured to attach a ballast holder to the central portion, wherein a length of the plurality of connecting members is determined based upon a load capacity required to retain the tower in a substantially vertical position, wherein when the plurality of ballast holders is connected to the central portion, the central portion is elevated above the plurality of ballast holders, wherein different lengths of the connecting members expands and contracts a footprint of the foundation to match the foundation to a required maximum loading requirements. ### Claim 2 (depends on 1) The foundation of claim 1, wherein each of the plurality of ballast holders comprises: a substantially centrally located connecting hub; a floor extending from the connecting hub; and a bracing structure configured to retain the connecting hub to the floor, wherein the floor is configured to retain ballast thereon. ### Claim 3 (depends on 2) The foundation of claim 2, wherein each of the plurality of ballast holders further comprises: a wall positioned about a perimeter of the floor wherein the bracing is configured to retain the wall in a substantially vertical position such that soil and are rocks can be utilized as ballast. ### Claim 4 (depends on 2) The foundation of claim 2 and further comprising preformed ballast configured to be placed on the floor of the ballast holders. ### Claim 5 (depends on 4) The foundation of claim 4, wherein the preformed ballast comprises preformed concrete or steel plate. ### Claim 6 (depends on 1) The foundation of claim 1, wherein the central portion comprises: a plurality of substantially uniformly spaced mounting brackets attached to a side surface the central portion, wherein each of the plurality of substantially uniformly spaced mounting brackets is configured to accept a proximal end of one of the plurality of connecting members. ### Claim 7 (depends on 1) The foundation of claim 1, wherein the central portion further comprises: a rim proximate a top end of the central portion wherein the rim is configured to engage a bottom end of the tower and retain the bottom end of the tower to the central portion when the tower is in an elevated position. ### Claim 8 (depends on 1) The foundation of claim 1, wherein the each of the plurality of connecting members comprises an I-beam. ### Claim 9 (depends on 8) The foundation of claim 8, each of the plurality of connecting members comprises an end support proximate a distal end, wherein the end support comprises a heel configured to engage a substantially centrally located hub in each of the plurality of ballast holders. ### Claim 10 (depends on 1) The foundation of claim 1 and further comprising a central ballast holder configured to be attached to the central hub wherein the central ballast holder is configured to accept ballast and increases the maximum loading capacity of the foundation. ### Claim 11 An apparatus configured to retain equipment in an elevated position, the apparatus comprising: a plurality of ballast holders spaced from each other; a central portion configured to support a tower; a plurality of connecting members, each connecting member configured to attach a ballast holder to the central portion, wherein a length of the plurality of connecting members is determined based upon a load capacity required to retain the tower in a substantially vertical position, wherein when the plurality of ballast holders is connected to the central portion, the central portion is elevated above the plurality of ballast holders, wherein different lengths of the connecting members expands and contracts a footprint of the foundation to match the foundation to a required maximum loading requirements; and a tower configured to be attached to and supported by the foundation when in the elevated position. ### Claim 12 (depends on 11) The apparatus of claim 11, wherein the tower comprises a monopole tower configured to be hingedly attached to the central portion and raised with a lifting mechanism attached to the foundation and the monopole tower. ### Claim 13 (depends on 11) The apparatus of claim 11, wherein the tower comprises a lattice tower wherein the lattice tower configured to be mounted to the plurality of mounting members as the lattice tower is constructed. ### Claim 14 (depends on 11) The apparatus of claim 11, wherein each of the plurality of ballast holders comprises: a substantially centrally located connecting hub; a floor extending from the connecting hub; and a bracing structure configured to retain the connecting hub to the floor, wherein the floor is configured to retain ballast thereon. ### Claim 15 (depends on 14) The apparatus of claim 14, wherein each of the plurality of ballast holders further comprises: a wall positioned about a perimeter of the floor wherein the bracing is configured to retain the wall in a substantially vertical position such that soil and are rocks can be utilized as ballast. ### Claim 16 (depends on 11) The apparatus of claim 11, wherein the central portion comprises: a plurality of substantially uniformly spaced mounting brackets attached to a side surface the central portion, wherein each of the plurality of substantially uniformly spaced mounting brackets is configured to accept a proximal end of one of the plurality of connecting members. ### Claim 17 (depends on 11) The apparatus of claim 11, wherein the central portion further comprises: a rim proximate a top end of the central portion wherein the rim is configured to engage a bottom end of the tower and retain the bottom end of the tower to the central portion when the tower is in an elevated position. ### Claim 18 (depends on 11) The apparatus of claim 11, wherein the each of the plurality of connecting members comprises an I-beam. ### Claim 19 (depends on 18) The apparatus of claim 18, each of the plurality of connecting members comprises an end support proximate a distal end, wherein the end support comprises a heel configured to engage a substantially centrally located hub in each of the plurality of ballast holders. ### Claim 20 A method of raising equipment into an elevated position, the method comprising: determining a weight and elevation of the equipment; determining a size and length of a tower for raising the equipment to the elevation determining a maximum loading requirement for a foundation based upon the weight and elevation of the equipment and a configuration of the tower; determining a number of ballast holders and a weight of ballast to be placed into the number of ballast holders of a foundation; determining a length of a connecting member between each of the ballast holders and a central portion of the foundation; assembling the foundation with the number of ballast holders, the central portion and the connecting members; placing the ballast on the ballast holders; and raising and securing the tower to the central hub.