首页> 外国专利> Structure of Gusset Plate Part of Steel Box Girder for Bridge

Structure of Gusset Plate Part of Steel Box Girder for Bridge

机译:桥梁钢箱梁角撑板部分结构

摘要

The present invention relates to a gusset plate structure of a steel box girder for road bridges, which is constructed for cross beam connection on one side of the girder in order to connect the girder and the girder with a cross beam in a road bridge. The edge weld joint of the gusset plate is improved with a novel structure that can reduce stress concentration and improve fatigue stiffness.;The gusset plate structure of the steel box girder for road bridges according to the present invention, the upper flange 12, the lower flange 14, and the abdominal plate 16 is bonded to both left and right sides to form a box-shaped cross-section, the abdominal plate ( 16) In a steel bridge box girder, in which a gusset plate for connecting with an adjacent box girder and a cross member 4 is provided laterally, the gusset plate 30 is located on the side of the abdominal plate 16. Intermediate flange 28 is installed from the middle of the (16), the main plate 32 for connecting the cross member 4 is installed between the upper flange 12 and the intermediate flange 28, A support plate 34 is installed between the intermediate flange 28 and the lower flange 14, and the inclined flange 40 is attached to the end inclined surface 34a of the support plate 34, and the lower flange 14 is provided. ) And inclined flange 40 and intermediate flange The edge (34c) having a predetermined distance away from the end of each of the flanges (14, 28, 40) corresponding to the end edge of the support plate 34 at the portion where the inclined flange (40) meets (28) It is characterized in that the relief groove 34b recessed in a round shape from the 34c) is formed.;The present invention has a shape in which the corner portion of the gusset plate 30 is recessed inwardly by the relief groove 34b so that the vertical load of the traffic vehicle passing through the bridge can be easily distributed. By ensuring the welding distance with each flange 14, 28, and 40, the stress concentration phenomenon which arises in the edge part of a support plate is suppressed, and it has a structure strong against fatigue.
机译:公路桥钢箱梁的角撑板结构技术领域本发明涉及一种公路桥钢箱梁的角撑板结构,其构造成用于在梁的一侧上进行横梁连接,以便在公路桥梁中将梁和梁与横梁连接。改进了角撑板的边缘焊接接头,其新颖的结构可以降低应力集中并提高疲劳刚度。根据本发明的用于公路桥梁的钢箱梁的角撑板结构,上部凸缘12,下部凸缘14,并且腹板16结合到左侧和右侧以形成盒形横截面,腹板(16)在钢桥箱梁中,其中用于连接相邻箱的角撑板在横向设置梁和横梁4,角撑板30位于腹板16的侧面。中间凸缘28从(16)的中间安装,用于连接横梁4的主板32为在上凸缘12和中间凸缘28之间安装有支撑板34,在中间凸缘28和下凸缘14之间安装有支撑板34,并且倾斜凸缘40附接到支撑板的端部倾斜表面34a。如图34所示,设置下部凸缘14。 )以及倾斜凸缘40和中间凸缘边缘(34c)与每个凸缘(14、28、40)的端部相距预定距离,该边缘对应于支撑板34的在倾斜凸缘处的端部边缘。 (40)与(28)相遇,其特征在于,形成有从34c)凹陷成圆形的释放槽34b。本发明的形状是,角撑板30的角部通过向内凹陷而形成。释放槽34b,从而可以容易地分配通过桥的交通车辆的垂直载荷。通过确保与各凸缘14、28、40的焊接距离,可以抑制在支承板的端部产生的应力集中现象,并且具有耐疲劳性强的结构。

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号