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Agitation aerofoil and high tension injection combined use soil improvement construction method

机译:搅拌翼型高压注浆联合改良土的施工方法

摘要

PURPOSE:To prevent unimproved part of ground from being left between the improvement columns and between the improvement column and a construction by forming each solidifying agent discharge port at the lower edge of a rod and at the top edge of an excavating blade. CONSTITUTION:An excavating blade 22 is fixed in the vicinity of the top edge of a double pipe rod 21, and stirring blades 23 and 23 are fixed over the excavating blade 22, and a low pressure discharge port 24 having a pressure of 1-15kg/cm2 is formed at the top edge of the rod 21, and a high pressure discharge port 25 having a pressure of 50-300kg/cm2 is formed at the top edge of the excavating blade 22. The rod 21 is excavation-advanced in revolution in the ground, discharging a solidifying agent from the low pressure discharge port 24, and a center improvement column 26a is construction-executed. Then, the rod 21 is pulled up in revolution, discharging the solidifying agent from the high pressure discharge port 25, and an outside improvement column 26a is construction-executed. Then, the rod 21 is excavation-advanced in revolution again, and the outside diameter of the outside improvement column 26b is spread by discharging the solidifying agent from the high pressure discharge port 25.
机译:目的:通过在杆的下边缘和挖掘铲刀的上边缘形成每个固化剂排出口,以防止未改良的部分土地留在改良柱之间,改良柱与建筑物之间。组成:挖掘铲刀22固定在双管杆21的上边缘附近,搅拌铲刀23和23固定在挖掘铲刀22的上方,低压排出口24的压力为1-15kg在杆21的上边缘形成有/ cm 2,在挖掘刃22的上边缘形成有压力为50〜300kg / cm 2的高压排出口25。杆21在地面上进行开挖旋转,从低压排出口24排出固化剂,并进行中心改良塔26a。然后,将杆21旋转拉起,从高压排出口25排出固化剂,并且进行外部改善柱26a的施工。然后,杆21再次被开挖旋转,并且通过从高压排出口25排出固化剂来扩展外部改善柱26b的外径。

著录项

  • 公开/公告号JPH0637767B2

    专利类型

  • 公开/公告日1994-05-18

    原文格式PDF

  • 申请/专利权人 株式会社テノックス;

    申请/专利号JP19880074077

  • 发明设计人 日比野 信一;福田 厚生;

    申请日1988-03-28

  • 分类号E02D3/12;

  • 国家 JP

  • 入库时间 2022-08-22 04:55:22

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