首页> 外国专利> A TENSION AND COMPRESSIVE COMPLEX ANCHOR BEING ABLE TO GIVE COMBINED STRESS OF TENSION STRESS PLUS COMPRESSIVE STRESS INTO THE GROUT

A TENSION AND COMPRESSIVE COMPLEX ANCHOR BEING ABLE TO GIVE COMBINED STRESS OF TENSION STRESS PLUS COMPRESSIVE STRESS INTO THE GROUT

机译:能够将拉应力和压应力的组合应力传递到灌浆中的拉​​压复合锚

摘要

PURPOSE: A tension and compression complex anchor capable of performing the distribution of tension and compression complex stress is provided to contribute to the reinforcement and stabilization of an inclined surface including a deep soil layer by inducing the distribution of the loads with complex loading of the tension and compression complex anchor. CONSTITUTION: A tension and compression complex anchor capable of performing the distribution of tension and compression complex stress comprises a compression type anchor and a tension type anchor. The compression type anchor includes one or more anchor anchorage members, eccentricity prevention block, and a first strand and induces a compressive force to a grout member in a bored field. The anchor anchorage member is installed on an anchorage field of a ground bored hole. The eccentricity prevention block is installed in the lower part of the anchor anchorage member and prevents the anchor from being slanted to one side in the bored hole. The first strand is connected to the anchor anchorage member and is drawn out to a free field. The tension type anchor includes a second strand, a third strand, and an anchorage anchor connecting unit and induces a tensile force to the grout member. The second strand and the third strand are installed on one side of the compression type anchor in the bored hole and are located through the anchorage field and the free field. The anchor anchorage connecting unit separates or combines the second strand and the third strand. [Reference numerals] (AA,BB) Tension type stress distribution; (CC) Tension + Compression stress; (DD) Direction of the frictional resistance of a main surface; (EE,FF) Compression type stress distribution
机译:目的:提供一种能够执行拉力和压应力复合应力分布的拉力和压应力复合锚,通过在拉力的复杂载荷下诱导载荷分布,从而有助于包括深土层在内的倾斜表面的增强和稳定化。和压缩复合锚。组成:能够执行拉力和压应力复合应力分布的拉力和压应力复合锚固件包括压力式锚固件和拉力式锚固件。压缩型锚固件包括一个或多个锚固件,防偏心块和第一股线,并且在钻孔区域中向灌浆部件产生压缩力。锚固锚固构件安装在钻孔的锚固场上。防偏心块安装在锚固锚固部件的下部,并防止锚固倾斜到钻孔中的一侧。第一股线连接至锚固锚固构件并被拉出至自由场。张力型锚固件包括第二股线,第三股线和锚固锚固件连接单元,并向灌浆构件产生拉力。第二股线和第三股线安装在钻孔中的压缩型锚固件的一侧,并穿过锚固场和自由场。锚固锚固连接单元分离或结合第二股线和第三股线。 [参考数字](AA,BB)拉伸型应力分布; (CC)拉伸+压缩应力; (DD)主表面的摩擦阻力的方向; (EE,FF)压缩型应力分布

著录项

  • 公开/公告号KR101303492B1

    专利类型

  • 公开/公告日2013-09-03

    原文格式PDF

  • 申请/专利权人 SON MOON JUN;

    申请/专利号KR20120080129

  • 发明设计人 SON MOON JUN;JUNG JONG KI;

    申请日2012-07-23

  • 分类号E02D5/80;E02D3/12;

  • 国家 KR

  • 入库时间 2022-08-21 16:24:31

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