The application discloses a kind of vertical deformation coordination control and pre-offset construction method and
system of super-high special-shaped steel bridge
tower, method includes: according to the time-varying deformation difference of steel and concrete, construct vertical difference deformation analysis model, calculate the vertical deformation difference of bridge
tower full cycle, provide basis for pre-offset calculation;Combined with deformation difference, establish the pre-offset calculation
system with the minimum deformation difference as the goal, and the improved nonlinear iterative calculation method is used to determine the construction reverse pre-offset amount in reverse direction.The
iterative method takes the minimum sum of deformation difference as the goal, combines
time effect and deformation data, adjusts step length and updates pre-offset amount to meet convergence requirements, while dividing stages according to construction nodes, establishing adaptive fitting function to ensure connection, reflecting nonlinear evolution of deformation.Pre-offset amount is segmented and constructed synchronously, and the posture is calibrated, linear is monitored in real time, and the difference deformation is offset by pre-offset deformation.