Abstract: A stealth pole includes a plurality of canister sections, each of the plurality of canister sections including a spine, a first splice plate located on a first end of the spine, a second splice plate located on a second end of the spine, and a canister cover that covers the spine, the first splice plate and the second splice plate. A method for reinforcing the stealth pole includes removing the canister cover from at least one of the plurality of canister sections; attaching a plurality of stiffener members to the first splice plate and the second splice plate; and applying tension, compression or a combination thereof to the plurality of stiffener members. The plurality of stiffener members reinforce the spine of the canister section. A reinforced stealth pole is also described.

Abstract: A method includes rendering, by a user interface of a computing device, a plurality of antenna mount options. The method includes receiving a selection of an antenna mount option. The method includes generating a geometry of a tower and the antenna mount option including a relative position of each of a plurality of tower components based on a load bearing capacity of the tower and the antenna mount option. The method includes rendering the generated geometry. The method includes generating, using the geometry and the load bearing capacity, an input file for a modeling program. The method includes importing the input file to the modeling program and running the modeling program, wherein the modeling program performs a structural analysis of the tower and the antenna mount option. The method includes rendering a result of the structural analysis including a stress and strain of the tower and the antenna mount option.

Abstract: A reinforcing apparatus for a telecommunications tower having a foundation at least partially embedded in the ground includes: a plurality of reinforcing bars at least partially embedded in the foundation; a transition member extending outward from the foundation; a joint connector connecting the plurality of reinforcing bars to a first end of the transition member; and an anchor attached to a second end of the transition member. The anchor is embedded in the ground. Methods of reinforcing a telecommunications tower are also described.

Abstract: A porthole reinforcement is configured to attach to a telecommunications pole defining a porthole. The porthole reinforcement includes a first reinforcement segment comprising a first gusset configured to at least partially extend through the porthole and a first plate attached to the first gusset, the first plate defining a first plurality of bores each configured to receive a respective bolt so as to couple the first reinforcement segment to the telecommunications pole. The porthole reinforcement segment also includes a second reinforcement segment comprising a second gusset configured to at least partially extend through the porthole and a second plate attached to the second gusset, the second plate defining a second plurality of bores each configured to receive a respective bolt so as to couple the second reinforcement segment to the telecommunications pole. The first and second reinforcement segments are configured to attach to the telecommunications pole independently from each other.

Abstract: A securement system for a guy wire, the securement system including an anchor assembly including a guy wire coupler and a securement member extending axially outward from the guy wire coupler; the securement member defining an anchor axis, a securing assembly including at least one projection extending outward relative to the shaft; and a block receiving at least the securing assembly therein, the block having an outer surface, wherein the guy wire coupler protrudes from the outer surface of the block; and a base pad extending laterally outward from the block to define at least one channel adjacent to at least one side of the block.

Abstract: A securement system for a guy wire, the securement system including an anchor assembly including a guy wire coupler and a securement member extending axially outward from the guy wire coupler; the securement member defining an anchor axis, a securing assembly including at least one projection extending outward relative to the shaft; and a block receiving at least the securing assembly therein, the block having an outer surface, wherein the guy wire coupler protrudes from the outer surface of the block; and a base pad extending laterally outward from the block to define at least one channel adjacent to at least one side of the block.

Abstract: A stealth pole includes a plurality of canister sections, each of the plurality of canister sections including a spine, a first splice plate located on a first end of the spine, a second splice plate located on a second end of the spine, and a canister cover that covers the spine, the first splice plate and the second splice plate. A method for reinforcing the stealth pole includes removing the canister cover from at least one of the plurality of canister sections; attaching a plurality of stiffener members to the first splice plate and the second splice plate; and applying tension, compression or a combination thereof to the plurality of stiffener members. The plurality of stiffener members reinforce the spine of the canister section. A reinforced stealth pole is also described.

Abstract: A method includes rendering, by a user interface of a computing device, a plurality of antenna mount options. The method includes receiving a selection of an antenna mount option. The method includes generating a geometry of a tower and the antenna mount option including a relative position of each of a plurality of tower components based on a load bearing capacity of the tower and the antenna mount option. The method includes rendering the generated geometry. The method includes generating, using the geometry and the load bearing capacity, an input file for a modeling program. The method includes importing the input file to the modeling program and running the modeling program, wherein the modeling program performs a structural analysis of the tower and the antenna mount option. The method includes rendering a result of the structural analysis including a stress and strain of the tower and the antenna mount option.

Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.

Abstract: A modular guy anchor includes an anchor head and an anchor shaft. The anchor head includes a tubular region for receiving the anchor shaft. The anchor shaft has one end that extends into or through the tubular region and is retained therein. The anchor shaft is preferably galvanized steel coated over at least a portion of its length with a corrosion-resistant material. The corrosion-resistant material is preferably applied over any portion of the anchor shaft that is exposed to soil during normal use. The modularity of the guy anchor facilitates stocking, shipping, and installation, while the corrosion resistance of the anchor shaft promotes longevity.

Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.

Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.

Abstract: A modular guy anchor includes an anchor head and an anchor shaft. The anchor head includes a tubular region for receiving the anchor shaft. The anchor shaft has one end that extends into or through the tubular region and is retained therein. The anchor shaft is preferably galvanized steel coated over at least a portion of its length with a corrosion-resistant material. The corrosion-resistant material is preferably applied over any portion of the anchor shaft that is exposed to soil during normal use. The modularity of the guy anchor facilitates stocking, shipping, and installation, while the corrosion resistance of the anchor shaft promotes longevity.

Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.

Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.

Abstract: A modular guy anchor includes an anchor head and an anchor shaft. The anchor head includes a tubular region for receiving the anchor shaft. The anchor shaft has one end that extends into or through the tubular region and is retained therein. The anchor shaft is preferably galvanized steel coated over at least a portion of its length with a corrosion-resistant material. The corrosion-resistant material is preferably applied over any portion of the anchor shaft that is exposed to soil during normal use. The modularity of the guy anchor facilitates stocking, shipping, and installation, while the corrosion resistance of the anchor shaft promotes longevity.

Abstract: A reinforcing system for a guy anchor used in a guyed or additionally guyed tower includes a concrete structure formed around the guy anchor. The concrete structure has a top surface slightly above grade level. The reinforcing system further includes a supplemental anchor shaft. The supplemental anchor shaft is attached to the existing anchor head and extends down into the concrete structure, where it is retained and encased therein. The concrete structure preferably has a base and at least one wall that extends down from the base and has a surface that faces the tower to resist horizontal forces. The reinforcing system is sufficiently strong to keep the guy anchor in place even if the original anchor shaft completely corrodes. The supplemental anchor shaft does not generally come into contact with soil. It therefore resists corrosion and is expected to provide a long service life.