首页> 外国专利> Width-direction connecting apparatus of bridge beam capable of reducing magnitude of negative moment in supporting point of bridge and method for constructing the apparatus

Width-direction connecting apparatus of bridge beam capable of reducing magnitude of negative moment in supporting point of bridge and method for constructing the apparatus

机译:能够减小桥梁支点处的负力矩幅度的桥梁横梁宽度方向连接装置及其构造方法

摘要

The present invention reduces the size of which may affect the safety of the bridge, such as cracks occurring in the bridge deck by a unit moment generated on the fulcrum portion in bridge negative moment to extend the safety and durability light of the bridge as may the width of the installation method of the connection device in direction,; , Install the sheath pipe or more of a plurality of between the bridge beam subsequently installed on the pier or abutment in the transverse direction of the bridge beam, and installed on the upper flange and the upper end of the abdomen of the bridge beam, the anchors on both sides of the coping portion pier or abutment the installation and introducing after connecting the PC steel wires to the anchor on the opposite side and connected to the PC steel wire to the anchor through the PC steel wires inside the sheath fixed after placing the curing concrete to the upper slab, tensile force on the PC steel wire and the anchor PC secure the wire fixing. At this time is added to the bending caused by the sharp angle a portion for entering the sheath tube formed from the anchor when the PC steel introducing a tensile force because the effects of loss of tensile force by inserting the direction switching pipe of a predetermined length in the fold back portions PC when steel wire is passed through the fold back portion, introduce tensile force makes it possible to smoothly change direction, and tensile force introduction.
机译:本发明减小了可能影响桥梁安全性的尺寸,例如由于在桥梁负力矩中在支点部分上产生的单位力矩而在桥梁甲板中产生的裂缝,从而扩展了桥梁的安全性和耐久性。连接装置的安装方法在方向上的宽度; ,在随后安装在桥梁横向上的桥墩或桥台上,并安装在桥梁的上法兰和腹部上端之间的桥梁之间安装多个护套或多个护套管,在将PC钢丝连接到相对侧的锚上并通过放置后固定的护套内的PC钢丝将PC钢丝连接到锚上后,将锚固在顶盖部分的两端或对接装置上。将混凝土固化到上部平板上,PC钢丝和锚固PC上的拉力可固定钢丝。此时,由于通过插入预定长度的方向转换管而产生的拉力的损失的影响,在PC钢引入拉力时,由于锐角而导致的弯曲增加了用于进入由锚固件形成的护套管的部分。当钢丝通过折返部时,在折返部PC中,通过引入张力,可以平滑地改变方向,并且可以引入张力。

著录项

  • 公开/公告号KR100510054B1

    专利类型

  • 公开/公告日2005-08-24

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030033429

  • 发明设计人 유웅준;김종현;

    申请日2003-05-26

  • 分类号E01D22/00;

  • 国家 KR

  • 入库时间 2022-08-21 22:03:31

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