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Underground foundation construction method using compaction grouting

机译:压实灌浆的地下基础施工方法

摘要

The present invention relates to a method for constructing various types of foundations in the ground of a soft ground made of a uniform soil material, in which a hollow file is inserted at the ground without constructing a ground by excavating the ground surface, The grout discharges the ground with the pump with the strong earth discharge and the grout presses the soft ground to form the desired space. The grouting time and the position of the hollow pile are moved. It is possible to appropriately control the amount of the discharged grout so as to adjust the diameter of the grout grout in the space formed by pressing the soft ground so as to construct various types of foundation at any position in the ground without any operation such as depressing the ground surface Softened ground by consolidation by grout Securely to the invention, which can achieve the effect to improve the soil.
机译:本发明涉及一种在由均质土壤材料制成的软土地基中建造各种类型地基的方法,其中在地面上插入空心锉而不通过开挖地面来建造地基。用强力排土泵将地面压实,水泥浆将软土地压成所需的空间。注浆时间和空心桩的位置会发生变化。可以适当地控制排出的水泥浆的量,以便在通过按压软土地形成的空间中调节水泥浆的直径,从而无需任何操作即可在地面上的任何位置构造各种类型的地基。压实地面通过灌浆固结软化的地面牢固地实现了本发明,可以达到改善土壤的效果。

著录项

  • 公开/公告号KR960034591A

    专利类型

  • 公开/公告日1996-10-24

    原文格式PDF

  • 申请/专利权人 양원희;이호상;우근우;

    申请/专利号KR19950007582

  • 发明设计人 양원희;이호상;우근우;

    申请日1995-03-31

  • 分类号E02D3/12;

  • 国家 KR

  • 入库时间 2022-08-22 03:44:32

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