Construction methods · Cable-supported and arch bridges
Cable-stayed cantilever erection
The deck of a cable-stayed bridge is built outward from each pylon as a cantilever, each new segment (cast in a traveller or lifted as steel or precast) supported by the stay installed right behind it. The stays are the falsework; the cantilever grows 8-15 m per week from each pylon until closure at midspan and at the side-span piers.
Also called: stayed cantilever, cable-stayed deck erection, segment and stay cycle
Concept diagram (TheBridgeEng)
How it is done
Build the pylon and the pier table; install the first stays to a short starter section on temporary supports.
Cycle: erect a segment (traveller pour, steel lift from a barge with a deck crane, or precast segment), install and tension the corresponding stay pair, survey, adjust the next segment's geometry.
Balance the side and main span cantilevers; tie the side span down at the anchor pier; use temporary stays or counterweights where the geometry is asymmetric.
Close at midspan, re-tension the stays to the final force distribution, install the final surfacing and set the stays' anchorage protection.
Where it fits
Spans 200-1,100 m over navigable water, valleys and estuaries; steel, composite or concrete decks; anywhere the deck cannot be supported from below.
Where it does not
Sites where a single pylon cannot be balanced by a side span or anchor pier (the game rejects asymmetric layouts without room for side spans), very high wind without stability studies of the cantilever.
Plant, pace and money
PlantForm travellers or deck cranes (200-400 t), barges, stay installation equipment, stressing jacks, survey with GNSS and total stations.
ProductivityOne segment and stay pair per 5-10 days per cantilever; a 400 m main span in 8-14 months after the pylons.
CostDeck and stays USD 4,000-8,000 per m2 of main span; the game's cable-stayed rates.
Risks and controls
What goes wrong
Cantilever instability in wind or under an unbalanced load, stay force errors accumulating, geometry not closing, traveller or crane anchorage failure, vortex-induced vibration of stays before dampers.
Quality assurance
Stage-by-stage analysis with a construction control programme, stay force measurement by lift-off or vibration, survey after every segment with temperature correction, closure at the planned temperature.
Examples
Russky (1,104 m), Sutong (1,088 m), Stonecutters, Incheon (800 m), Millau's stayed spans; the game's pylons and stays follow this sequence in the animation.
In the bridge game
What Bridge Master applies when you pick it
Deck types: Cable-stayed, Extradosed, Orthotropic steel box, PSC box, balanced cantilever. Spans 200-800 m, up to 1100 m.
+30: The way cable-stayed bridges are built.
-10: Temporary tie-downs and wind tunnel tests of construction stages.