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REINFORCED CONCRETE GIRDER SPAN STRUCTURE OF RAILWAY BRIDGE

机译:铁路桥的钢筋混凝土梁跨度结构

摘要

FIELD: bridge building industry. SUBSTANCE: reinforced concrete girder span structure of railway bridge is of box cross-section having horizontal upper slab, vertical or inclined walls, and lower slab. Box-section span structure rests on supports through movable and stationary supporting parts and on its upper horizontal slab it has ballasted bridge bed with jointless railway track. Secured by embedded members on part of length of span structure at side of its movable end over upper horizontal slab is metal plate which is coated atop with antifriction material. Applied to metal plate is coating made of material which is antifrictional at bottom. Glued to antifrictional coating is protective metal sheet with embedded members protruding upwards. Aforesaid embodiment of span structure ensures reduction of longitudinal forces occurred due to combined temperature working of box-section span structure and rails of ballasted bridge bed. At same time prevented is appearance of large clearances at points of casual breakage of rails due to arrangement of connection between ballast pad of bridge bed and upper slab of span structure ensuring reduced resistance to displacement of end of span structure. EFFECT: higher efficiency. 3 dwg
机译:领域:桥梁建筑业。实质:铁路桥梁的钢筋混凝土大梁跨度结构为箱形横截面,具有水平的上平板,垂直或倾斜的壁以及下平板。箱形截面跨度结构通过可移动和固定的支撑部件支撑在支撑上,并在其上部水平板上装有带无接头铁路轨道的压载桥床。金属板通过嵌入构件固定在跨度结构的一部分长度上,该构件在其可移动端的一侧位于上水平平板上方,该金属板的顶部涂有减摩材料。涂在金属板上的是由底部抗磨材料制成的涂层。防护金属板粘合到抗磨涂层上,其嵌入式构件向上突出。跨度结构的上述实施例确保减小了由于箱形截面跨度结构和压载桥床的轨道的联合温度作用而产生的纵向力。同时,防止了由于桥床的压载垫与跨度结构的上平板之间的连接布置而在铁轨的偶然断裂点处出现大的间隙,从而确保了减小的跨度结构端部的位移阻力。效果:更高的效率。 3 dwg

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