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To be constituted the flange and the lower flange on intermediate fulcrum adjacent

机译:在相邻的中间支点上构成法兰和下法兰

摘要

PROBLEM TO BE SOLVED: To quickly construct by reducing the weight of metal, the number of man-hours and construction costs, and reducing concrete placing work on a job site; and to reduce the cost of transport to the job site.;SOLUTION: A continuous I-beam bridge, which is supported by one or more intermediate supporting points, includes a floor slab and an I-beam 30 which is equipped with an upper flange 32, a lower flange 34, a web 36 and vertical reinforcement rigid members 38. In the I-beam bridge supported by one or more intermediate supporting points, a precast plate 40 is arranged in the space formed on the lower flange 34 between the lower flange and the upper flange 32 in the area surrounded by the lower flange 34 near the intermediate supporting points, the web 36, and the vertical reinforcement rigid members 38. The lower flange 34 and the precast plate 40 are integrated with each other by a slip-prevention device which is not connected to the upper flange. Consequently, the local buckling of the lower flange 34 is prevented from occurring, and the lateral buckling strength can be increased.;COPYRIGHT: (C)2010,JPO&INPIT
机译:解决的问题:通过减少金属的重量,减少工时和建筑成本以及减少在工地上的混凝土浇筑来快速进行施工;解决方案:连续的工字梁桥由一个或多个中间支撑点支撑,包括楼板和工字梁30,工字梁30配有上法兰在图32中,下部凸缘34,腹板36和垂直加强刚性构件38。在由一个或多个中间支撑点支撑的工字梁桥中,预制板40布置在下部凸缘34上形成的下部之间的空间中。凸缘和上凸缘32在由中间支撑点,腹板36和垂直加强刚性构件38附近的下凸缘34围绕的区域中。下凸缘34和预制板40通过滑动而彼此结合在一起。 -没有连接到上法兰的预防装置。因此,防止了下凸缘34的局部屈曲的发生,并且可以提高横向屈曲强度。;版权所有:(C)2010,JPO&INPIT

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