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PILE HEAD TREATMENT METHOD AND PILE HEAD TREATMENT APPARATUS FOR CAST-IN-PLACE CONCRETE PILE

机译:现浇混凝土桩的桩头处理方法及桩头处理装置

摘要

PROBLEM TO BE SOLVED: To provide a pile head treatment method and a pile head treatment apparatus for a cast-in-place concrete pile, capable of eliminating the height difference of a concrete top end in concrete which is not hardened yet at a pile head part of the cast-in-place concrete pile and appropriately securing the future form and concrete strength of hardened pile head part concrete.;SOLUTION: Onto a top end 10 of concrete C which is not hardened yet at the pile head part of a cast-in-place concrete pile K, a pile head treatment apparatus 1 including an apparatus body 2 whose bottom surface is in an inverted conical shape and a weight 3 is lifted down with a crane 9. A bottom surface part 4a of a bottom lid 4 is grounded on the top end 10 of the concrete C at the pile head part, and by pushing and spreading the concrete C at the pile head part from the center part into the peripheral direction by the bottom surface part 4a while settling the apparatus body 2 into the concrete C of the cast-in-place concrete pile K which is not hardened yet while opposing buoyancy acting on the apparatus body 2 by utilizing the weight 3, the top end 10 of the concrete C is leveled.;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:提供一种能够消除现浇混凝土桩顶端的高度差的,用于现浇混凝土桩的桩头处理方法和桩头处理装置。现浇混凝土桩的一部分,并适当地确保硬化后的桩头部分混凝土的未来形态和混凝土强度。;解决方案:在尚未硬化的混凝土C的顶端10上,浇筑到桩头部分就地混凝土桩K,包括具有主体2的桩头处理设备1,该设备主体2的底表面为倒圆锥形,并且配重3通过起重机9被提升。底盖4的底表面部分4a使混凝土C在桩头部分的顶端10上接地,并且在使装置主体2沉降的同时,通过底面部分4a从桩头部分处的混凝土C从中心部分沿周向向圆周方向扩展并铺展。进入混凝土C在利用重物3抵抗作用在设备主体2上的浮力的同时未硬化的现浇混凝土桩K中,混凝土C的顶端10被拉平。;版权所有:(C)2012,JPO&INPIT

著录项

  • 公开/公告号JP2012062660A

    专利类型

  • 公开/公告日2012-03-29

    原文格式PDF

  • 申请/专利权人 TAIYO KISO KK;

    申请/专利号JP20100206611

  • 发明设计人 UMEZAKI TAKEFUMI;ITAGAKI KOZO;

    申请日2010-09-15

  • 分类号E02D5/34;

  • 国家 JP

  • 入库时间 2022-08-21 17:40:29

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