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Connection structure of prestressed concrete composite girder having corrugated steel plate web

机译:波形钢板腹板的预应力混凝土组合梁的连接结构

摘要

The present invention is made in the abdomen with corrugated steel and corrugated steel configured the upper flange and a lower flange with concrete abdomen relates to a corrugated steel abdomen and geometry of concrete girders of PSI's, and more particularly, corrugated steel concrete on each of the upper and lower ends of the abdomen, increasing the composite effect of the lower flange is installed, install the Easy Flyer consolidated with corrugated steel abdomen and concrete phase relates to the lower flange coupling structure of corrugated steel and concrete of the composite waveform abdomen abdominal PSI steel girder integral seed. According to preferred embodiment of the present invention, corrugated plates abdomen, assembly corrugated plates each coupled to the abdomen of the top and bottom front end consolidated type, built-up concrete shear combined integrally to the lower abdomen by a corrugated steel consolidated the upper flange and the upper portion of the assembled front end to the abdomen by the corrugated plates and consolidated composite integrally composed of a prestressed concrete lower flange is introduced, any one of the built-up front end coupled to the consolidated upper and lower ends of the corrugated steel abdomen waveform in the longitudinal direction of the steel plate left abdomen, that along the length of the pair of plates and a pair of steel plates to be joined by a bolt to the right so as to face both side at regular intervals consisting of a plurality of rod-shaped consolidated coupled to them through a right angle The combined structure of corrugated steel and concrete of the abdomen abdomen PSI corrugated steel girders Mr. featuring provided. ;
机译:本发明是在由波纹钢制成的腹部和波纹钢中构造的,上凸缘和下凸缘由混凝土制成,涉及一种波纹钢腹部和PSI混凝土梁的几何形状,更具体地讲,在每个腹部的上,下端,增加下法兰的安装效果,安装Easy Flyer与波纹钢腹部固结,混凝土相与波纹钢和混凝土的下法兰耦合结构的复合波形腹部腹部PSI钢梁整体式种子。根据本发明的优选实施例,瓦楞板腹部,组装瓦楞板各自连接到顶部和底部前端固结型的腹部,通过波纹钢整体结合到下腹部的组合式混凝土剪力固结了上凸缘并通过波纹板和由预应力混凝土下凸缘整体组成的加固复合材料将组装好的前端的上部引入腹部,其中任何一个组合前端都与波纹的加固上,下端相连钢板左腹纵向的钢腹波形,沿着一对钢板和一对钢板的长度方向,通过螺栓将其连接到右侧,从而以规则的间隔面对两侧,由多个通过直角连接的棒状固结体波纹钢和腹部混凝土的组合结构先生提供的腹部PSI波纹钢梁。 ;

著录项

  • 公开/公告号KR101272116B1

    专利类型

  • 公开/公告日2013-06-07

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20110000256

  • 发明设计人 권오근;

    申请日2011-01-03

  • 分类号E04C3/293;E01D2/02;

  • 国家 KR

  • 入库时间 2022-08-21 16:25:02

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