发明名称 CONTINUOUS UNDERGROUND WALL STRUCTURE
摘要 PROBLEM TO BE SOLVED: To prevent overflow of an increased volume of mixed soil, without recovering and carrying out the mixed soil, and enhance workability of construction work.SOLUTION: Overflow of mixed soil 50 is prevented in the following steps for: excavating continuously a widening groove 21 on a ground surface side, prior to excavating a trench 22; forming the mixed soil 50 of low flowability while excavating the trench 22 at a bottom of the widening groove 21 using an excavation kneader 30, by agitating and mixing a solidification material of low flowability discharged in the trench 22 with excavation sediment; erecting a stress material 60 in the uncured mixed soil 50; and having a portion of a volume of the mixed soil 50 increased by the solidification material and the stress material put in the trench 22 housed in the widening groove 21.SELECTED DRAWING: Figure 1
申请公布号 JP2016044479(A) 申请公布日期 2016.04.04
申请号 JP20140170389 申请日期 2014.08.25
申请人 HIROSE & CO LTD 发明人 HAMAMOTO KAZUHIKO;ISHIGURO MAKOTO
分类号 E02D5/20;E02D3/12 主分类号 E02D5/20
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