发明名称 ROTARY EMBEDDING METHOD FOR PILE
摘要 PROBLEM TO BE SOLVED: To provide a rotary embedding method for a pile by which the quantity of excavated waste soil is small, running torque generated in the rotary embedding of the pile is small, and the misalignment of the pile and a bend (clearance) are hardly generated. SOLUTION: By the rotary embedding method for the pile, the ground 3 is excavated so as to have a diameter equal to or larger than the outer diameter of a pile 5 body and smaller than the outer diameter of a spiral blade 5a, thereafter an expansively drilled hole 4b is formed at the front end of a small-diameter drilled hole 4a, and filling a hardening material is filled into the expansively drilled hole 4b. Then hauling-up excavation is carried out over a predetermined distance from the expansively drilled hole 4b to the surface of the ground 3 such that the resultant hole has a diameter larger than the outer diameter of the spiral blade 5a. Further when the pile 5 is rotatively embedded in the drilled hole 4, the spiral blade 5a is settled in the expansively drilled hole 4b while soil discharged to the ground is back-filled into a pile hollow portion. COPYRIGHT: (C)2005,JPO&NCIPI
申请公布号 JP2005240393(A) 申请公布日期 2005.09.08
申请号 JP20040050678 申请日期 2004.02.26
申请人 ASAHI KASEI CONSTRUCTION MATERIALS CO LTD 发明人 SUZUKI HIROYUKI;YAMATO SHINICHI
分类号 E02D5/56;E02D7/22;(IPC1-7):E02D5/56 主分类号 E02D5/56
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