首页> 外国专利> CONSTRUCTION METHOD OF SITE DIRECT FORMING SOIL CONCRETE PILE AND THE SOIL CONCRETE PILE

CONSTRUCTION METHOD OF SITE DIRECT FORMING SOIL CONCRETE PILE AND THE SOIL CONCRETE PILE

机译:场地直接成型的水泥土桩及水泥土桩的施工方法。

摘要

Cast in place soil concrete pile and the construction method of soil concrete pile are provided that the concrete and the exposed aggregate are not separated since the strong shear stress works between the reinforcing material and soil concrete. A construction method of cast in place soil concrete pile comprises following steps: a pre boring step excavating in the site carrying out the construction of the soil concrete pile to the constant depth; a soil concrete generating step producing the soil concrete; a drill removal stage which extracts and removes the ground drill perpendicularly; a center reinforcing material pressing step pressing the center reinforcing material of the length corresponding to the total length of pile; an external reinforcing material pressing step pressing the external reinforcing material outside the center reinforcing material; a curing step curing the soil concrete pile which is formed through pre-step.
机译:提供了现浇的混凝土桩和混凝土桩的施工方法,以使混凝土和裸露的骨料不分离,因为在增强材料和混凝土之间会产生较强的剪切应力。现浇土工混凝土桩的施工方法包括以下步骤:在现场进行预钻孔步骤,将土工混凝土桩施工至恒定深度。产生混凝土的土壤混凝土产生步骤;钻头去除台,其垂直地提取和去除地钻;中心增强材料压制步骤,该中心增强材料压制与桩的总长度相对应的长度的中心增强材料;外部增强材料压制步骤,将外部增强材料压在中心增强材料的外部;固化步骤固化通过预步骤形成的土壤混凝土桩。

著录项

  • 公开/公告号KR100888166B1

    专利类型

  • 公开/公告日2009-03-10

    原文格式PDF

  • 申请/专利权人 JINSAN ENG CO. LTD.;

    申请/专利号KR20080006500

  • 发明设计人 YOON JUN SIK;LEE JONG KYU;

    申请日2008-01-22

  • 分类号E02D5/34;E02D5/20;

  • 国家 KR

  • 入库时间 2022-08-21 19:12:08

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