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LANDSLIDE PREVENTION PILE, LANDSLIDE PREVENTION METHOD AND CONSTRUCTION METHOD FOR LANDSLIDE PREVENTION PILE

机译:滑坡防治桩,滑坡防治方法及滑坡防治桩的施工方法

摘要

PROBLEM TO BE SOLVED: To provide a new and a reformed landslide prevention pile, a landslide prevention method and a construction method for the landslide prevention pile capable of speedily and simply improving a shear resistance of the ground to stabilize the ground.;SOLUTION: The present invention comprises: a pile main body 101 made by a steel pipe; a spiral blade 110 provided spirally at a tip of the pile main body or on a peripheral surface of the pile main body; and a bearing section 120 which is provided on the peripheral surface of the pile main body and is placed on a surface of a ground or embedded in the ground to generate a compressive force in the ground between the bearing section and the spiral blade. The pile main body has a plurality of through-holes that allows underground water to flow into an inside of the pile main body. The pile main body may allow the underground water to be discharged from the inside thereof to outside the ground.;COPYRIGHT: (C)2012,JPO&INPIT
机译:要解决的问题:提供一种新的和经过改良的防滑桩,防滑方法和防滑桩的施工方法,能够快速,简单地提高地面的抗剪力以稳定地面。本发明包括:由钢管制成的桩主体101;螺旋叶片110,螺旋状地设置在桩主体的前端或桩主体的周面上。轴承部120,其设置在桩主体的周面上,并且被放置在地面上或埋入地面中,以在轴承部与螺旋叶片之间在地面中产生压缩力。桩主体具有多个允许地下水流入桩主体内部的通孔。桩主体可以使地下水从其内部排放到地面之外。;版权所有:(C)2012,日本特许会计师事务所

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