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Steel-concrete composite floor slab construction for the panel and steel-concrete composite floor slab

机译:面板用钢混凝土复合楼板和钢混凝土复合楼板

摘要

PROBLEM TO BE SOLVED: To provide a panel for steel concrete composite floor slab construction such that the height of a road surface when a bridge is completed can be easily adjusted to a height as planned by absorbing an error etc., in girder construction, and reinforcement is achieved by increasing a slab thickness near the girder where shearing force operating with a wheel load etc., increases.;SOLUTION: The panel for steel concrete composite floor slab construction includes a bottom steel plate 6 arranged between a plurality of girders 1, 1 extending in a bridge axial direction while straddling the girders, and a plurality of truss reinforcing bars 7 arranged on the bottom steel plate 6 in a direction orthogonal to the bridge axis while straddling the girders 1. A scramble part for the girders 1 is provided with a haunch part bottom steel plate 6c which extends obliquely with a down gradient on the side of the girders 1. A haunch part bottom steel plate holding bolt 12 which adjusts and holds a height (h) of the haunch part bottom steel plate 6c is installed between the haunch part bottom steel plate 6c and truss reinforcing bars 7.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:提供一种用于钢混凝土复合楼板结构的面板,使得在桥梁的建造过程中,通过吸收误差等,可以容易地将桥梁建成时的路面高度调整为计划的高度,并且加固是通过增加大梁附近的楼板厚度来实现的,在这种情况下,车轮载荷等作用下的剪切力会增加。;解决方案:钢-混凝土复合楼板结构的面板包括布置在多个大梁之间的底部钢板6,如图1所示,在横跨大梁的同时沿桥轴方向延伸,在横跨大梁1的同时沿与桥轴正交的方向在底部钢板6上配置有多个桁架加强筋7。大梁1设置有加扰部。倾斜部分向下倾斜地在梁1的侧面延伸的腰部底部钢板6c。腰部底部钢板固定螺栓12进行调整。 s并保持直角部分底部钢板6c的高度(h)安装在直角部分底部钢板6c与桁架加强筋7之间;版权所有:(C)2013,JPO&INPIT

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