首页> 外国专利> CAST-IN-SITU REINFORCING TOP PILE BASE AND CONSTRUCTION METHOD THEREFOR

CAST-IN-SITU REINFORCING TOP PILE BASE AND CONSTRUCTION METHOD THEREFOR

机译:现浇钢筋混凝土基础及其施工方法

摘要

The present invention relates to a cast-in-situ reinforcing top pile base and a construction method therefor, the top pile base being capable of directly forming, in a compacted aggregate layer with cast-in-situ concrete, a top pile structure having a wide upper side and a narrow lower side and a reinforced core part and integrating the entire top piles into one continuous structure so as to enable the bearing power of a structure base to be simply and greatly improved. The cast-in-situ reinforcing top pile base of the present invention comprises: the compacted aggregate layer paved on the ground; a plurality of reinforcements provided to be spaced apart from each other in the compacted aggregate layer such that the upper surfaces thereof are exposed on the compacted aggregate layer, and are net-shaped members formed in a cone shape having an open and wide upper side and a narrow lower side, and having meshes formed by crossing a plurality of rows of wire rods; the core part formed by pouring concrete into an inner space of the reinforcement; an outer reinforcing part formed at the outer side of the reinforcement while the concrete poured into the inner space of the reinforcement flows out through the meshes of the reinforcement and is spread and injected into the outer compacted aggregate layer; and leveling concrete provided on the compacted aggregate layer, the reinforcements, and the core part, and poured simultaneously with the concrete for forming the core part and the outer reinforcing part, wherein the total area of the meshes of the reinforcements is greater than 40% of the total area of the reinforcements.
机译:本发明涉及一种现浇增强顶桩基及其施工方法,该顶桩基能够在具有现浇混凝土的压实骨料层中直接形成具有以下特征的顶桩结构:宽的上侧和窄的下侧以及增强的芯部,并将整个顶桩集成为一个连续的结构,从而可以简单而大大地提高结构基础的承载力。本发明的现浇增强顶桩基础包括:压实的骨料层铺在地面上;多个加强件设置成在压实的骨料层中彼此间隔开,使得其上表面暴露在压紧的骨料层上,并且是形成为圆锥形的网状构件,该圆锥形构件具有敞开的上侧和宽的上侧。窄的下侧,并且具有通过交叉多排线材而形成的网格;通过将混凝土倒入钢筋的内部空间而形成的芯部。当注入到加强件的内部空间中的混凝土通过加强件的网孔流出时,在加强件的外侧形成的外部加强件,并散布并注入到外部压实的骨料层中;在压实的骨料层,增强物和芯部上提供并整平的混凝土,并与形成芯部和外增强部的混凝土同时浇筑,其中增强物的网眼的总面积大于40%钢筋的总面积。

著录项

  • 公开/公告号WO2018186612A1

    专利类型

  • 公开/公告日2018-10-11

    原文格式PDF

  • 申请/专利权人 SAMILENC CO. LTD.;

    申请/专利号WO2018KR03402

  • 发明设计人 YIM SEONG DAE;

    申请日2018-03-23

  • 分类号E02D5/48;E02D5/34;E02D27/01;E02D27/28;

  • 国家 WO

  • 入库时间 2022-08-21 12:42:20

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