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Anchor for Ground and Retaining Wall Structure using Anchor

机译:使用锚的地面和挡土墙结构锚

摘要

The subject innovation is no action is required for drilling the inclined ground to set the anchor, by simply installing the fill soil in the formation of fill soil improves the work efficiency, cost of construction, and a new type of fill soil, which can reduce the air for the anchor and to the embankment soil retaining wall structure for using the same. As the anchor 10, which is installed on the ground in the intended fill, and seal member 11, which bent in the middle so that both ends of which are arranged horizontally to each other; The tensile protection pipe 12 located on the outside of the bent portion of the curved member 11 to protect the seal member 11 and; There is the two ends are pulled tension in the buried in the fill soil (50) state, the curved portion inside of the tension member 11, the protective pipe 12 so that the paper pressure cause the fill to ground 50 by end tensions It is provided with a central pressure resistors 13, characterized in that the embankment is provided with ground anchor and fill soil retaining wall structure for using the same for.
机译:主题创新是,无需在倾斜地面上钻孔即可设置锚固,只需在填充土的地层中简单地安装填充土即可提高工作效率,建造成本和新型填充土,从而降低了成本。空气用于锚和路堤土挡土墙结构,以使用该空气。作为固定在地面上的锚定件10和密封件11,密封件11在中间弯曲,使得其两端彼此水平布置;拉伸保护管12位于弯曲构件11的弯曲部分的外侧,以保护密封构件11并且;两端被拉力处于埋入状态,处于填土(50)状态下,受拉构件11内的弯曲部分,保护管12使得纸张压力通过端部张力将填土打入地面50设置有中央压力电阻器13,其特征在于,堤岸设置有地锚和填充土的挡土墙结构,以用于其使用。

著录项

  • 公开/公告号KR200345921Y1

    专利类型

  • 公开/公告日2004-03-22

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030037665U

  • 发明设计人 남홍기;

    申请日2003-12-03

  • 分类号E02D29/02;E02B3/12;E02D5/60;

  • 国家 KR

  • 入库时间 2022-08-21 22:46:15

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