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Pile hole drilling method, pile hole drilling rod

机译:桩孔钻进方法,桩孔钻进杆

摘要

PROBLEM TO BE SOLVED: To excavate a pile hole with a pile head part efficiently without replacing an excavation head and with about the same amount of discharged soil, the pile hole being excavated to have a diameter Dnear a ground surface greater than a shaft part diameter D.SOLUTION: An excavation rod 30 includes a first mixing drum 20A, a second mixing drum 20B, and a third mixing drum 30C respectively at H, H, and Habove an excavation head 5 (c). A pile hole 42 having a diameter Dis excavated from a ground surface 41 using the excavation head 5, and the pile hole 42 is widened using the first mixing drum 20A to a pile hole 42A with a diameter widened to D(a). Furthermore, the pile hole 42A is widened using the second mixing drum 20B to a pile hole 42B having a diameter D(b), and the pile hole 42B is widened using the third mixing drum 20C to a pile hole 42C having a diameter widened to D(c). The pile hole 42C having the diameter Dnecessary for securing horizontal support force may be formed near the ground surface 41, with the pile hole 42 having the diameter Dat a shaft part necessary for tip supporting force (d).SELECTED DRAWING: Figure 3
机译:解决的问题:在不更换挖掘头且排出的土量大致相同的情况下,有效地挖掘具有桩头部分的桩孔,所挖掘的桩孔的直径D靠近地面大于轴部直径D.解决方案:挖掘杆30包括分别在H,H和在挖掘头5(c)上方的第一混合鼓20A,第二混合鼓20B和第三混合鼓30C。使用挖掘头5从地面41挖出直径为Dis的桩孔42,并利用第一混合鼓20A将桩孔42扩径成直径扩大至D(a)的桩孔42A。此外,使用第二混合鼓20B将堆垛孔42A扩宽到具有直径D(b)的堆垛孔42B,并且使用第三混合鼓20C将堆垛孔42B扩宽到具有扩孔直径的堆垛孔42C。 D(c)。可以在地面41附近形成直径为确保水平支撑力所需的直径为D的桩孔42C,直径为Dat的桩孔42的轴向上具有尖端支撑力(d)所需的轴部分。选图:图3

著录项

  • 公开/公告号JP6567327B2

    专利类型

  • 公开/公告日2019-08-28

    原文格式PDF

  • 申请/专利权人 三谷セキサン株式会社;

    申请/专利号JP20150108113

  • 发明设计人 木谷 好伸;

    申请日2015-05-28

  • 分类号E02D5/34;E21B17/10;

  • 国家 JP

  • 入库时间 2022-08-21 12:19:23

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