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CAST-IN-PLACE CONCRETE PILE CONSTRUCTION METHOD AND CAST-IN-PLACE CONCRETE PILE

机译:现浇混凝土桩的施工方法及现浇混凝土桩

摘要

To provide a cast-in-place concrete pile construction method capable of more efficiently and effectively improving the bearing strength than conventional ones, and a cast-in-place concrete pile.SOLUTION: The cast-in-place concrete pile construction method includes the steps of: forming an excavation hole 10 in a shaft 2 to a predetermined depth of the ground G using a bottom-excavating excavator 5 by performing pre-drilling; inserting the bottom-excavating excavator 5 for a shaft having a smaller diameter than the drilling hole 10 of the shaft 2 into the tip edge of the drilling hole 10 of the shaft 2; disposing the center axis O2 of the bottom-excavating excavator 5 being displaced by a predetermined amount with respect to the center axis O1 of the shaft part 2; and forming a drilling hole 11 in the bottom expansion part 3 by performing trailing drilling to expand the hole wall of the tip edge of the drilling hole 10 of the shaft 2 formed by the previous excavation with the bottom-excavating excavator 5.SELECTED DRAWING: Figure 1
机译:提供一种能够比常规方法更有效地提高承载强度的现浇混凝土桩的施工方法以及现浇混凝土桩。解决方案:现浇混凝土桩的施工方法包括以下步骤:步骤:通过进行底钻而使用底部挖掘挖掘机5在竖井2中的地面G的预定深度上形成挖掘孔10;将直径小于轴2的钻孔10的轴的底部挖掘挖掘机5插入轴2的钻孔10的顶端边缘中;底挖挖掘机5的中心轴线O2相对于轴部2的中心轴线O1错开规定量地配置。然后,通过利用底挖式挖掘机5进行前次挖掘而形成的竖井2的钻孔10的前端边缘的孔壁的扩孔,来在底部扩张部3中形成钻孔11。图1

著录项

  • 公开/公告号JP2019183497A

    专利类型

  • 公开/公告日2019-10-24

    原文格式PDF

  • 申请/专利权人 SHIMIZU CORP;

    申请/专利号JP20180075067

  • 发明设计人 MANO HIDEYUKI;

    申请日2018-04-09

  • 分类号E02D5/48;

  • 国家 JP

  • 入库时间 2022-08-21 12:25:12

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