苏联在修建了一座跨越河的城市桥梁。全桥8孔,每孔长32.45m,车行道宽9m,两侧人行道宽各2.25m。桥梁结构按H—30、HK—80计算荷载通过。桥墩基础为桩基,采用长16m、截面35×35cm的钢筋混凝土方桩。桥跨结构为整片运送的无隔版的预应力梁,由桥梁列车段预制场制造。该桥横向设梁6片,每片宽2.1m。桥址位于有严重流冰状况的寒冷地区。因而对桥梁结构,特别是对桥墩的强度和耐久 The Soviet Union is building a city bridge across the river. Full-bridge 8 holes, each hole is 32.45m long, 9m wide roadway, 2.25m wide sidewalks on both sides. Bridge structure by H-30, HK-80 calculated load through. Pier foundation for the pile, using a length of 16m, 35 × 35cm section of reinforced concrete square pile. Bridge span structure for the whole piece of non-plate prestressed beam delivery, prefabricated by the bridge train section manufacturing. The bridge transverse beam 6, each 2.1m wide. The bridge is in a cold area with severe ice conditions. Thus on the bridge structure, especially the strength and durability of piers