The invention belongs to the technical field of bridge construction, and particularly relates to a deepwater large-span cable-stayed bridge
composite construction method. The method comprises the following steps: firstly, scanning a riverbed through a multi-beam depth finder to generate a three-dimensional geologic model, inputting a tide
load spectrum and material
mechanics parameters on a BIM platform, simulating open
caisson structure deformation and marking a fault zone
risk area; after the steel open
caisson is prefabricated section by section, a pressure-resistant sealing
magnetic levitation module and a hydraulic jack are integrated on the outer wall of the open
caisson, a three-dimensional
laser scanner is installed on the top, and a dual-mode deviation rectifying
system is formed through a
water pressure sealing test; during sinking,
laser-
sonar-inertial navigation multi-source fusion positioning is adopted, the sinking speed is controlled, and collaborative deviation adjustment is achieved through high-frequency fine adjustment of a
magnetic levitation module and anchoring deviation correction of a hydraulic jack; a multi-degree-of-freedom mechanical arm is matched with an
inert gas local
drying cabin, and photoelectric positioning layering is combined to complete
welding of the
steel jacket box; self-compacting concrete is poured on the bearing platform, temperature is controlled in a zoned mode through pre-buried circulating water pipes and
electromagnetic induction heating, and the
temperature gradient is monitored in real time through
optical fiber sensors; and the problems of structural displacement,
welding deformation and concrete temperature overrun are corrected in real time through the sensor network in the whole cycle. The problems of open caisson deflection control,
underwater welding sealing failure and
mass concrete crack in the deepwater environment are solved, and the construction precision and the
structural safety are remarkably improved.