This paper reports a case study on the layout of the contact network anchor section in the construction of an ac-tual project of highway railway joint bridge.It analyzes the impact of excessive expansion and contraction at the beam end of a large-span steel cable cable-stayed steel structure bridge on the layout of the contact network anchor section,and pro-poses a solution for the central anchor arrangement position of the large-span highway railway joint bridge and the corre-sponding solution for the insufficient space for compensating the weight lifting caused by the expansion and contraction at the beam end.
关键词
公铁合建/接触网/锚段布置
Key words
public railway joint construction/OCS/anchor section layout
维普
万方数据