Bayannaoer Road Expressway in Hohhot crosses the throat area of Hohhot West Railway Station and needs to cross 16 tracks. In order to select a reasonable bridge type scheme and minimize the impact on the operating railway and ground roads, the schemes of launching continuous steel box girder and swivel cable-stayed bridge are compared and selected respectively, and the structural design and launching construction steps of continuous steel box girder are introduced. A finite element model is established to analyze the structural stress of the bridge in the operation and construction stages. The research results show that the pushing continuous steel box girder scheme is economical and reasonable, and the structural stress meets the requirements of the code, which provides a reference for the design and construction of the same type of bridge.