首页> 外国专利> PRECAST END SEGMET GIRDER FOR CONTINUOUS BRIDGE, GIRDER MAKING METHOD AND BRIDGE CONSTRUCTION METHOD USING THE SAME

PRECAST END SEGMET GIRDER FOR CONTINUOUS BRIDGE, GIRDER MAKING METHOD AND BRIDGE CONSTRUCTION METHOD USING THE SAME

机译:连续桥梁的前段分段梁,制梁方法和使用相同梁的桥梁施工方法

摘要

PURPOSE: A precast end segment for a continuous bridge, a manufacturing method of a girder using the same, and a construction method of a bridge using the same are provided to effectively resist a concentrated load by manufacturing the girder using high-strength concrete. CONSTITUTION: A precast end segment(110) for a continuous bridge comprises an upper flange(111), a web(112), and connection holes(118). The upper flange is formed in a horizontal plate shape. An outer end(115) and an inner end(116) are integrally formed on the web. The outer end is downward extended to the bottom of the upper flange. The inner end has a narrower width than the outer end. Connecting bars(114) are protruded from the inner end surface of the inner end of the web. The connecting holes penetrate through the outer end of the web in the longitudinal direction of a girder. Connectors(117) are inserted into the connecting holes.
机译:目的:提供一种用于连续桥的预制端部段,使用该桥的预制梁的制造方法以及使用该桥的预制梁的施工方法,以通过使用高强度混凝土制造该桥来有效地抵抗集中载荷。构成:用于连续桥的预制端段(110),包括上凸缘(111),腹板(112)和连接孔(118)。上凸缘形成为水平板状。外端(115)和内端(116)一体地形成在腹板上。外端向下延伸至上凸缘的底部。内端的宽度比外端的宽度窄。连接杆(114)从腹板的内端的内端表面突出。连接孔在大梁的纵向方向上穿过腹板的外端。将连接器(117)插入连接孔中。

著录项

  • 公开/公告号KR101177342B1

    专利类型

  • 公开/公告日2012-08-30

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20100118556

  • 申请日2010-11-26

  • 分类号E01D2;E01D21;E04C3/20;

  • 国家 KR

  • 入库时间 2022-08-21 17:07:34

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