首页> 外国专利> STEEL BOX GIRDER WITH IMPROVED CROSS-SECTIONAL STIFFNESS AND MOMENT RESISTANCE, AND METHOD TO CONSTRUCT BRIDGE USING SAME

STEEL BOX GIRDER WITH IMPROVED CROSS-SECTIONAL STIFFNESS AND MOMENT RESISTANCE, AND METHOD TO CONSTRUCT BRIDGE USING SAME

机译:截面刚度和抗弯性得到改善的钢箱梁,以及使用相同方法构造桥梁的方法

摘要

The present invention relates to a steel box girder with an improved cross-sectional stiffness and a moment resistance, and a method to construct a bridge using the same, comprising: a panel-shaped lower flange unit on which a reinforced concrete is cured; a panel-shaped web panel formed lengthwise in both side units of the lower flange unit; a panel-shaped upper flange unit installed to connect web panels located to face one another; and a panel shaped perforated shear connection unit installed in a line extended from the web panel. The present invention has effects of reducing the number of work processes, decreasing a work time, remarkably increasing resistance to a moment applied to the steel box girder and saving construction costs by forming a plurality of through-holes in the perforated shear connection unit in the longitudinal direction, extending a shearing connection member on the top surface of the steel box girder of which cross section is approximately rectangular.;COPYRIGHT KIPO 2016
机译:本发明涉及一种具有改善的截面刚度和抗弯矩的钢箱梁,以及使用该钢箱梁构造桥梁的方法,该方法包括:板状下部凸缘单元,其上固化有钢筋混凝土;在下部凸缘单元的两侧单元中沿长度方向形成的面板状的腹板。面板形的上凸缘单元,用于连接彼此面对的腹板。板形穿孔剪切连接单元安装在从腹板延伸的线上。本发明具有以下效果:通过在穿孔剪切连接单元中形成多个通孔,从而减少了工序数量,减少了工作时间,显着增加了施加到钢箱梁上的力矩的抵抗力并节省了施工成本。纵向方向,在横截面大致为矩形的钢制箱形梁的顶表面上延伸剪切连接构件。; COPYRIGHT KIPO 2016

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