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GROUND IMPROVEMENT TECHNIQUE

机译:地面改良技术

摘要

PURPOSE:To improve the efficiency of execution by discharging a solidifying material from an injection nozzle installed at the side section of a cylindrical casing and forming an approximately cylindrical solidifying pile within a specified depth range on the outer circumference of a drain pile. CONSTITUTION:A winch drum, etc., are driven, and the lower end section of a cylindrical casing 14 is penetrated up to the specified depth of a second weak stratum. The casing 14 is drawn out while turning the outer rod 21 of the casing 14, and a columnar sand drain pile 26 is formed in the second weak stratum. When the lower end section of the casing 14 reaches a first weak stratum, a solidifying material 25 is discharged from the injection nozzles 23 of the outer rod 21, and a cylindrical solidifying pile 27 is created around a sand drain pile 26. The cylindrical solidifying pile 27 is created while preparing the first weak stratum, the second weak stratum, a superior stratum, and the sand drain pile 26 penetrated through a sand mat.
机译:目的:通过从安装在圆柱形壳体侧面部分的喷嘴中排出固化材料并在排水桩的外圆周上的指定深度范围内形成近似圆柱形的固化桩来提高执行效率。组成:绞车鼓等,并驱动圆柱形外壳14的下端部分穿透到第二个弱层的指定深度。在转动壳体14的外杆21的同时将壳体14抽出,并且在第二弱层中形成柱状排沙桩26。当壳体14的下端部到达第一弱层时,凝固材料25从外杆21的喷嘴23排出,在排沙桩26的周围形成圆柱状的凝固桩27。在准备第一弱地层,第二弱地层,上地层以及排沙桩26穿过沙垫的同时,产生桩27。

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