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Communications Self-support Tower Restructure



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After analyzing this 382-foot communications self-support tower and finding that components were reaching maximum design loads, we undertook a project to restructure the tower, which included the use of temporary bracing for complete removal and the replacement of bracing. Custom-made redundant bracing was also added.

First, a custom-designed temporary brace system was engineered to allow component removal. A rigging plan was composed to accommodate the removal of key bracing, and to serve as a means of lifting personnel to otherwise inaccessible locations on each of the three faces of the tower. A man-rated hoist and trolley line were used in this process, and all hardware and steel components were removed and replaced. The project took 7 weeks from start to finish.





Specifications

Capabilities Applied/Processes

A custom designed temporary brace system was engineered to provide for component removal. A rigging plan was necessary to accommodate the removal of the key bracing along with lifting personnel to inaccessible locations.

Equipment Used on the Tower

Man-Rated Hoist & Trolley Line

Overall Tower Size

382’ self-support tower

Construction Methods

The tower was rigged several times to access the three faces of the tower. The tower was fitted with custom temporary bracing to accommodate removal and replacement of bracing. All hardware and steel components removed were replaced with new.

Logistics

All materials and tools were delivered to the customer on site by United States Tower Services.

Materials Worked With

Engineered Structural Steel and Hardware

Industry for Use

Government

Restructuring Location

Pennsylvania

Standards Met

Tower Analyzed according to ANSI/TIA-222-G

Completion Time

7 weeks

Tower Type

Self-support HF antenna tower


 MORE IMAGES 

· New Bracing

· New Clamp

· Overall View

· Detail View

· New Antenna Mounts

· New Lighting


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