GROUND IMPROVING METHOD

PROBLEM TO BE SOLVED: To provide a ground improving method adequate for a case in which work time and work environment are significantly restricted.SOLUTION: A ground improving method comprises following processes: to rotate a multiple pipe 10 equipped with an upper nozzle and a lower nozzle around...

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Bibliographische Detailangaben
Hauptverfasser: KASAHARA KAORU, SUZUKI HIROAKI, SATO HIROSHI, KIRIMURA TOMOAKI, SESHIMO TAKAO
Format: Patent
Sprache:eng ; jpn
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Beschreibung
Zusammenfassung:PROBLEM TO BE SOLVED: To provide a ground improving method adequate for a case in which work time and work environment are significantly restricted.SOLUTION: A ground improving method comprises following processes: to rotate a multiple pipe 10 equipped with an upper nozzle and a lower nozzle around a shaft center and penetrate the multiple pipe into the ground G while injecting a cutting liquid S from the upper nozzle; to rotate the multiple pipe 10 around the shaft center, inject the cutting liquid S or a hardener C from the upper nozzle, and pull up the multiple pipe while injecting the hardener C from the lower nozzle at 3 to 7 MPa of injection pressure. The ground G is made into cut sediment G2 by injecting the cutting liquid S. The cut sediment G2 and the hardener C are mixed to make an improvement body R.SELECTED DRAWING: Figure 1 【課題】作業時間や作業環境に大きな制約がある場合に適する地盤改良工法を提供する。【解決手段】上段ノズル及び下段ノズルを有する多重管10を、軸心回りに回転し、かつ上段ノズルから切削液Sを噴射しつつ地盤Gに貫入する工程と、多重管10を、軸心回りに回転し、かつ上段ノズルから切削液S又は硬化材Cを噴射し、下段ノズルから硬化材Cを3〜7MPaの噴射圧で噴射しつつ引き上げる工程とを有するものとする。そして、切削液Sを噴射して地盤Gを切削土砂G2とし、この切削土砂G2と硬化材Cとを混合して改良体Rとする。【選択図】図1