首页> 外国专利> GIRDER BRIDGE WITH REINFORCED CONCRETE COMPOSITE STEEL FLOOR SLAB

GIRDER BRIDGE WITH REINFORCED CONCRETE COMPOSITE STEEL FLOOR SLAB

机译:钢筋混凝土组合楼板的箱梁桥

摘要

PROBLEM TO BE SOLVED: To provide a girder bridge with a reinforced concrete composite steel floor slab, which can reduce the height of a girder and minimize noise and vibration of the bridge caused by vehicle transportation.;SOLUTION: In construction of the girder bridge with the reinforced concrete composite steel floor slab, a steel floor slab 13 is formed by welding and fixing longitudinal ribs 12 to an upper surface of a deck plate 11 in a bridge axial direction, and a box girder 14 extending in the bridge axial direction is welded and fixed to a lower surface of the deck plate 11. After arrangement of reinforcements in a direction intersecting the longitudinal ribs, concrete 30 is placed on the steel floor slab 13, to thereby form an upper reinforced concrete composite steel floor slab 17. On the other hand, longitudinal ribs 16, 18 are welded and fixed to an upper surface of a lower flange 15 of the box girder 14 in the bridge axial direction, and after arrangement of the reinforcements in predetermined ranges on both sides of an intermediate fulcrum O of the box girder 14 borne by a pier 3, in a direction intersecting the longitudinal ribs 18, the concrete 30 is placed on the lower flange 15 of the box girder 14, to thereby form a lower reinforced concrete composite steel floor slab 19.;COPYRIGHT: (C)2009,JPO&INPIT
机译:要解决的问题:提供一种具有钢筋混凝土复合钢地板的箱梁桥,可以减少箱梁的高度,并最大程度地减少由于车辆运输而引起的桥梁噪声和振动。在钢筋混凝土复合钢板地板上,将纵肋12沿桥轴向焊接固定在盖板11的上表面而形成钢板13,并焊接沿桥轴向延伸的箱梁14。在将加强件沿与纵向肋条相交的方向布置之后,将混凝土30放置在钢地板13上,从而形成上部钢筋混凝土复合钢地板17。另一方面,在布置钢筋之后,将纵向肋16、18焊接并固定在箱形梁14的下凸缘15的上表面,沿桥轴向。在由墩3承载的箱梁14的中间支点O的两侧上的预定范围内的水泥,在与纵向肋18相交的方向上,将混凝土30放置在箱梁14的下凸缘15上,从而形成下部钢筋混凝土复合钢地板19 .;版权所有:(C)2009,JPO&INPIT

著录项

  • 公开/公告号JP2009102826A

    专利类型

  • 公开/公告日2009-05-14

    原文格式PDF

  • 申请/专利权人 MITSUI ENG & SHIPBUILD CO LTD;

    申请/专利号JP20070273591

  • 发明设计人 KAIDA RYUICHI;

    申请日2007-10-22

  • 分类号E01D1/00;E01D2/04;

  • 国家 JP

  • 入库时间 2022-08-21 19:44:50

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