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Pile top treatment manner null of cast-in-place

机译:桩顶处理方式无现浇

摘要

PURPOSE: To prevent cracks generated on a pile and easily remove the extra part of the concrete pile head from the pile body, in forming the concrete pile in which a permanent substructural column is inserted after concrete has been placed. ;CONSTITUTION: An H-shaped steel is used for a permanent substructural column 3. Static breaking members 4 are attached to a steel rod cage corresponding to the extra pile head of a concrete pile and a separable member 5 preventing clogging of concrete at the inside face of the permanent substructural column 3 corresponding to the extra pile head of the concrete pile and also at the steel rod cage. Moreover, the unsticking material from the concrete face is provided at the external face of the permanent substructural column 3 corresponding to the extra pile head. A steel rod cage is inserted in the pile hole excavated in the presence of a stabilizer liquid and the static breaking member 4 is submerged in the stabilizing liquid 4. After the hydrating swelling action of the static breaking member 4 is brought, concrete is placed in the pile hole and after the concrete has been placed, the permanent substructural column 3 is inserted in the concrete.;COPYRIGHT: (C)1994,JPO&Japio
机译:目的:为防止在桩上产生裂缝,并易于从桩体上除去混凝土桩头的多余部分,在形成混凝土桩的过程中,在放置混凝土后,在其中插入永久性的下部结构柱。 ;构成:H型钢用于永久性的下部结构柱3。将静态破坏构件4连接到对应于混凝土桩额外桩头的钢制钢筋笼上,并采用可分离构件5防止内部混凝土堵塞。永久性下部结构柱3的侧面对应于混凝土桩的额外桩头,也位于钢笼中。此外,来自混凝土表面的不粘材料设置在永久性下部结构柱3的对应于额外桩头的外表面处。将钢制的钢筋笼插入在存在稳定剂液体的情况下开挖的桩孔中,并将静力破坏构件4浸入稳定液4中。在使静力破坏构件4的水合溶胀作用之后,将混凝土放置在其中。桩孔和混凝土浇筑后,将永久性的下部结构柱3插入混凝土。版权所有:(C)1994,JPO&Japio

著录项

  • 公开/公告号JP2766444B2

    专利类型

  • 公开/公告日1998-06-18

    原文格式PDF

  • 申请/专利权人 SUMITOMO OOSAKA SEMENTO KK;

    申请/专利号JP19930052725

  • 发明设计人 YAMADA SOTA;YAMAZAKI MASAHIRO;

    申请日1993-03-12

  • 分类号E02D5/34;

  • 国家 JP

  • 入库时间 2022-08-22 03:01:47

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