Abstract:Research purposes : Large span deck steel tube concrete arch bridge is very complicated in the stresses structure. The selection of structure type and construction method has great effects on the arch rib force, the design of jointless track on the bridge,the safety and stability of the train. The issues mentioned above are studied in this paper.
Research conclusions ; The deck arch bridge is suitable for crossing the mountain river and deep valley. Based on studying the design of deck steel tube concrete arch bridge, the following results are offered : (1) The calculation results of the effect of type section of the arch rib,the crossing incline angle of arch rib,the architecture above the arch,span of the main girder, bearing arrangement method for the pier top and related parameter on the jointless track and dynamics of train,track and bridge; (2) The results of the effect of the span ratio and parameters of the arch axis, erecting method of the steel tube,the sequence of concrete casting in the steel tube on the stress of the arch rib ; (3 ) A new design concept and thoughts.
杨克鉴,李凤芹,张亚丽. 大跨度上承式钢管混凝土拱桥设计研究[J]. 铁道工程学报, 2008, 25(12): 66-71.
YANG Ke-jian, Li Feng-qin, ZHANG Ya-li. Research on the Design of Large Span Deck Steel Tube Concrete Arch Bridge. 铁道工程学报, 2008, 25(12): 66-71.