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STEEL FLOOR SLAB STRUCTURE AND STEEL FLOOR SLAB REINFORCING METHOD

机译:钢楼板结构及钢楼板加固方法

摘要

PROBLEM TO BE SOLVED: To provide a steel floor slab structure which suppresses the occurrence of fatigue damage (mainly a crack in a welded part between an under surface of a deck plate and a vertical rib) and enables the implementation of highly precise alignment in construction work.;SOLUTION: The steel floor slab structure of a bridge includes a deck plate 102, a plurality of vertical ribs 104 extended on the under surface of the deck plate 102 in parallel in the longitudinal direction of the bridge, a lateral rib extended to traverse perpendicularly the vertical ribs in the longitudinal direction of the bridge, and a thin-layer pavement 4 disposed above the deck plate 102. A panel 3 which is formed of a cement-based hardened material with a compressive strength of 120 N/mm2 or higher and a bending strength of 30 N/mm2 or higher and has projections and/or recesses of 2 mm or smaller in height at least on one of the surfaces is laid via an adhesive layer 2 on the upper surface of the deck plate 102 with the projections and/or recesses faced down.;COPYRIGHT: (C)2010,JPO&INPIT
机译:要解决的问题:提供一种钢地板结构,该结构可以抑制疲劳损伤的发生(主要是盖板的下表面和垂直肋骨之间的焊接部分的裂纹),并可以实现高度精确的结构对准解决方案:桥梁的钢地板结构包括甲板102,在甲板102的下表面上沿桥梁的纵向平行延伸的多个垂直肋104,延伸至垂直肋沿桥的纵向垂直穿过,并且薄板路面4布置在盖板102上方。面板3由水泥基硬化材料形成,其抗压强度为120 N / mm < Sup> 2 或更高,弯曲强度为30 N / mm 2 或更高,并且至少其中一个表面上的凸起和/或凹口的高度至少为2 mm经由粘合剂层2铺设在面板102的上表面带有凸起和/或凹陷的面朝下。;版权所有:(C)2010,JPO&INPIT

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