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REINFORCEMENT METHOD AND REINFORCEMENT STRUCTURE FOR PERIPHERY OF SUPPORT PART OF STEEL GIRDER

机译:钢梁支撑部位周缘的加固方法及加固结构

摘要

To provide a reinforcement structure for the periphery of a support part of a steel girder, the reinforcement structure being capable of inhibiting progress of a crack on the periphery of the support part with work only from above the steel girder.SOLUTION: There is provided a reinforcement structure for the periphery of a support part of a steel girder whose part, at which a stiffener for connecting a web with a bottom flange so that a vertical surface approximately orthogonal to a side surface of the web is formed is provided, is placed on a sole plate and is loaded with loads repeatedly. The reinforcement structure comprises: an L-shaped material 5 having an L-shape in a side view and including a back part 51 and a bottom part 52 arranged so as to make the back part face the vertical surface 341 of the stiffener 34 and make the bottom part face the bottom flange 31; a tap bolt 4 screwed into the sole plate 21 so that the tap bolt penetrates the L-shaped material's bottom part and the bottom flange; and a joint using a bolt 6 for joining the back part to the stiffener.SELECTED DRAWING: Figure 1
机译:为了提供一种用于钢梁支撑部分外围的增强结构,该增强结构能够仅通过从钢梁上方进行的工作来抑制支撑部分外围裂纹的发展。用于钢梁支撑部分外围的加强结构,在其部分上设置有加强筋,在加强筋上用于连接腹板和底部法兰,以便形成与腹板侧面大致垂直的垂直表面。一块底板,并且会反复加载。所述加强结构包括:L形材料5,其在侧视图中具有L形,并且包括后部51和底部52,所述后部51和底部52被布置为使得所述后部面对所述加强件34的竖直表面341并且使得底部面对底部凸缘31。在底板21上拧入有自攻螺栓4,该自攻螺栓贯通L字形材料的底部和底部凸缘。以及使用螺栓6将后部连接到加劲肋的接头。选图:图1

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