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EXTRA-FILL CONCRETE TREATMENT METHOD FOR CAST-IN-PLACE PILE

机译:现浇桩的超填混凝土处理方法

摘要

PROBLEM TO BE SOLVED: To provide a treatment method of extra-fill concrete capable of certainly carrying out reduction of extra-fill concrete quantity and removal of extra-fill concrete without causing floating of a foaming body to specify a slime mixed part at the time of placing concrete of a cast-in-place pile. ;SOLUTION: A foaming body 11 formed by using foaming synthetic resin is installed on an upper end part of a main reinforcement 2a of a reinforcement cage 2, the foaming body 11 is removed after placed concrete 3 is solidified, and an extra-fill part remaining at this foaming body 11 removed part is removed. In this case, a floating preventive jig 14 of the foaming body 11 is installed on the reinforcement cage 2 on the upper end part of the main reinforcement 2a of which the foaming body 11 is installed, floating of the foaming body 11 is prevented at the time of placing concrete, and a concrete crushing member is installed on a lower part of the foaming body 11. Consequently, it is possible to precisely specify a slime mixed part which is the extra-fill part within a range of vertical length of a group of the foaming body 11, to certainly crush a border of a pile head and the extra-fill part and to easily carry out reduction of extra-fill concrete quantity of a cast-in-place pile and removal of the extra-fill part.;COPYRIGHT: (C)2000,JPO
机译:解决的问题:提供一种能够在不引起发泡体浮起的同时确定粘泥混合部分的情况下可靠地减少多余混凝土的量和去除多余混凝土的多余混凝土的处理方法。灌注混凝土桩的施工。 ;解决方案:在增强笼2的主增强件2a的上端部分安装由发泡合成树脂制成的发泡体11,在浇筑混凝土3固化后将发泡体11去除,并在其多余部分填充残留在该发泡体11上的残留部分被除去。在这种情况下,在安装有发泡体11的主加强件2a的上端部的加强笼2上安装有发泡体11的防浮夹具14,从而防止了发泡体11的浮起。在浇注混凝土时,在发泡体11的下部安装混凝土压碎部件。因此,可以在一组垂直长度的范围内精确地确定作为额外填充部分的粘液混合部分。在发泡体11的上方,可以可靠地压碎桩头与多余部分的边界,并且容易地减少现浇桩的多余混凝土的量并去除多余部分。 ;版权:(C)2000,日本特许厅

著录项

  • 公开/公告号JP2000080644A

    专利类型

  • 公开/公告日2000-03-21

    原文格式PDF

  • 申请/专利权人 CHUO KOGYO KK;

    申请/专利号JP19980254109

  • 发明设计人 YUUDO SHOGO;

    申请日1998-09-08

  • 分类号E02D5/34;

  • 国家 JP

  • 入库时间 2022-08-22 02:01:23

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