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Procedure for the Construction of underground large diameter piles and Soil Drilling Tool

机译:地下大直径桩和土壤钻具的施工程序

摘要

Procedure for the Construction of underground large diameter piles and Soil Drilling Tool. Soil available within a Nucleus (15) of small diameter Pile made with an erodible material mechanically, which extends along the Central Axis of a pile of large diameter to be built.Then the soil around the Pile core is excavated (15), using the same kernel as a means of Guidance for a tool (20) for Drilling or Excavation.This tool (20) has a Central Cavity Cylindrical Guide (26) inserted around the core (15), Lower Cutting Elements (21, 21) to break the ground located Underneath The Tool and cutting Elements interior (28) arranged above the Cylindrical Cavity (26),To break or Crush the Upper end of the core (15) as the tool Moves down Guided along the core.
机译:地下大直径桩和土壤钻孔工具的施工程序。机械地使用易蚀材料制成的小直径桩核(15)中的可用土壤,该土壤沿要建造的大直径桩的中心轴延伸,然后使用桩基(15)挖掘桩心周围的土壤。与用于钻探或挖掘的工具(20)的引导方式相同的内核。该工具(20)的中心钻柱形导向(26)插入钻芯(15)周围,下部切割元件(21、21)断裂地面位于工具和切削元件内部(28)下方,位于圆柱型腔(26)上方,当工具向下移动时,破碎或压碎型芯(15)的上端。沿型芯引导。

著录项

  • 公开/公告号AR089567A1

    专利类型

  • 公开/公告日2014-09-03

    原文格式PDF

  • 申请/专利权人 TREVI S.P.A.;TREVI SPA;

    申请/专利号AR2012P103815

  • 发明设计人 MAURIZIO SIEPI;

    申请日2012-10-12

  • 分类号E02D5/34;E02D27/12;

  • 国家 AR

  • 入库时间 2022-08-21 15:58:50

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