Abstract:Taking the Urumqi East Access Elevated Project as the background, combined with the engineering characteristics and industrial construction requirements, the design optimization method of prefabricated and assembled bridges is explored. The main contents include the elimination of mid-span diaphragms in small-box girders, the equal length and thickness design of the bottom slab, the flat-slope design of top and bottom slabs, and the use of mesh-reinforced steel cage structures. The modular design of bridge pier height and the consolidation of section specifications, the zigzag-shaped transition design of flower-vase single-column piers and the standardized design of bent cap in widened sections are carried out. These optimization measures realize the improvement in the standardization and production efficiency of prefabricated components. The results show that the design optimizations greatly enhance the efficiency of component prefabrication and assembly, providing the valuable references for the application of industrialized construction in bridge engineering.