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Girder-abutment connecting detail for jointless steel box girder bridge

机译:无接缝钢箱梁桥的梁基连接细节

摘要

The present invention relates to a non-doctrinal shifts and integrated construction joints Steel Box-shaped structure of the mold, the mold and shift connect directly to the non-joint bridge abutment and the mold is passed to shift the load to the lower peg being configured to play a role in the resistance to lateral displacement, the connection portion due to temperature and live loads that occur in transmission in the upper superstructure structure In the integrally constructed structure, the mold is formed of a steel box-like, the shift of the upper or the upper and the lower end of the mold is located in the incision, and a space is formed, the top of the mold and disposed in the front end side and the consolidated The mold and the shift by the reinforcement and the cast-in-place concrete reinforcement on the inside of the space characterized by an integrated Sikkim, this structure is easy to shift and integration of the mold has the effect of improving the workability.
机译:本发明涉及一种模具的非原理性移位和整体构造的接头。钢制箱形结构,该模具和移位直接连接到非接头桥基上,并且该模具被传递以将载荷转移到下钉上。构造为在上层上部结构的传递过程中发生的温度和活荷载的作用下,抵抗横向位移,连接部分。在整体构造的结构中,模具由钢箱状形成,模具的上端或上端和下端位于切口中,并形成空间,模具的顶部布置在前端侧并固结。在空间内部以一体锡金为特色的现场钢筋混凝土,这种结构易于移动,并且模具的整合具有改善可加工性的作用。

著录项

  • 公开/公告号KR100768321B1

    专利类型

  • 公开/公告日2007-10-17

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20040080046

  • 发明设计人 박찬희;김철환;

    申请日2004-10-07

  • 分类号E01D19/02;

  • 国家 KR

  • 入库时间 2022-08-21 20:31:14

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