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UNDERGROUND ANCHOR, AND ANTISEISMIC REINFORCEMENT METHOD OF ARTIFICIAL SLOPE USING THE SAME

机译:地下锚杆及采用相同方法的人工边坡抗震加固方法

摘要

PROBLEM TO BE SOLVED: To provide an underground anchor that can be reliably fixed on the ground regardless of properties of the soil, enabling construction to be performed simply and quickly, and having a simple configuration.;SOLUTION: An underground anchor 10 is constituted by including: a tension rod 12 inserted in an excavation hole; a plurality of rod-shaped anchoring members 18 turnably attached at a tip part of the tension rod 12, and radially expanded relative to the tension rod; a stopper 22 for regulating an expansion operation of the rod-shaped anchoring members so that the rod-shaped anchoring members 18 do not expand by exceeding 90°; a leaf spring 24 for biasing the rod-shaped anchoring members 18 to the widening direction thereof; a retainer member 26 for restraining the rod-shaped anchoring members 18 in a closed state by inhibiting the rod-shaped anchoring members 18 from expanding against the biasing force by the leaf spring 24; and a rope 30 for releasing a restrained state of the rod-shaped anchoring members 18 by the retainer member 26, and expanding the rod-shaped anchoring members at a stroke by the biasing force of the leaf spring 24.;COPYRIGHT: (C)2015,JPO&INPIT
机译:解决的问题:提供一种地下锚,其能够可靠地固定在地面上而不管土壤的性质如何,从而能够简单,快速地进行施工,并具有简单的构造。;解决方案:地下锚10由以下部件构成:包括:一根张紧杆12插入挖掘孔中。多个杆状锚定构件18可旋转地附接在张力杆12的末端部分,并且相对于张力杆径向地膨胀。止动件22,用于限制杆状锚固构件的膨胀操作,以使杆状锚固构件18不膨胀超过90°。板簧24,用于将杆状锚定构件18向其张开方向施力。保持构件26,用于通过阻止板状锚固件18抵抗板簧24的偏压力而膨胀来将其固定在闭合状态。绳索30,其通过保持器构件26释放杆状锚固构件18的约束状态,并通过板簧24的偏压力使杆状锚固构件在行程中膨胀。 2015年,JPO&INPIT

著录项

  • 公开/公告号JP2015014180A

    专利类型

  • 公开/公告日2015-01-22

    原文格式PDF

  • 申请/专利权人 NAKAKURA CO LTD;

    申请/专利号JP20140042252

  • 发明设计人 FUKUSHIMA NOBUO;SASAKURA TETSUTARO;

    申请日2014-03-05

  • 分类号E02D5/80;

  • 国家 JP

  • 入库时间 2022-08-21 15:32:41

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