The invention relates to the field of building
engineering construction management and intelligent construction, in particular to a dynamic optimization method for the construction progress of an
assembly type steel
structure based on a
dynamic planning algorithm. The method comprises the following steps: S1, acquiring a component /
site model, partitioning the component /
site model into component packages according to
assembly, generating a construction activity, and setting a time length and a resource demand vector; s2, connecting topology and basic supporting nodes are built, and constraints including dependence, available amount, arrival of cargo boundary, hoisting time period and
mutual exclusion are formed; s3, periodically constructing an
assembly state vector S (finished activities, support certificates), and generating a feasible set according to S and constraints; s4, taking the S, the time value and the resource occupation as states, and forgetting the DP to solve the minimum target to obtain a reference plan; and S5, collecting actual progress / resources, updating and generating differences, fixing completed activities during triggering, differentially driving memo table increment failure
multiplexing and rolling recalculation output plans. According to the method, a
state vector containing a support
certificate and a constraint feasible set are constructed, and memo DP solution and differential increment failure
multiplexing rolling recalculation are carried out.