Also called: steel tower, composite pylon, stainless-clad pylon
How it is done
- Fabricate segments with machined bearing ends so they stack without shims; trial-assemble in the yard.
- Lift with a tower crane or a floating crane; bolt splices with pretensioned bolts or weld on site; survey each segment.
- Stay anchorages are integral steel boxes; in composite pylons the steel top sits on a concrete shaft with shear connectors.
Where it fits
- Suspension bridge towers, cable-stayed pylons where speed or foundation load matters, seismic regions (ductile steel), sites with a fabrication yard and heavy lift.
Where it does not
- Sites without heavy lift access; budgets sensitive to steel prices; humid marine sites without a maintenance plan for coatings.
Plant, pace and money
PlantFabrication yard, tower crane 30-100 t or floating crane 1,000-3,000 t, welding and bolting crews.
ProductivityA segment every one to three days; a 200 m tower in 4-8 months.
CostUSD 8,000-15,000 per tonne erected.
Risks and controls
What goes wrong
- Fit-up errors between segments, weld defects, wind during lifts, corrosion inside closed boxes.
Quality assurance
Machined end inspection, survey per segment, weld NDT, dehumidification of closed cells.
Examples
Akashi Kaikyo, Golden Gate and most suspension towers; Stonecutters top sections; Japanese cable-stayed bridges with steel pylons.
Related methods
Further reading
AASHTO LRFD 6 · Japanese Honshu-Shikoku Bridge Authority standards