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LOADING TEST METHOD FOR CAST-IN-PLACE PILE

机译:现浇桩的荷载试验方法

摘要

PROBLEM TO BE SOLVED: To provide a loading test method for a cast-in-place pile, which enables an accurate test result to be obtained by surely separating a standpipe and the cast-in-place pile from each other.;SOLUTION: In this loading test method for the cast-in-place pile, a pile forming hole 3, the diameter of which is smaller than the inside diameter D1 of the standpipe 2, is almost concentrically drilled below the standpipe 2; a reinforcing bar 4 is inserted into the pile forming hole 3; concrete 5 is placed for the construction of the cast-in-place pile 1; and a jack 8 makes a downward push-in force acts on the cast-in-place pile 1 via a pile 6 for a loading test, which is connected to an upper part of the cast-in-place pile 1, so that the loading test can be performed. The pile 6 for the loading test is prepared, and the cast-in-place pile 1 is constructed by hardening the concrete 5 which is placed in the pile forming hole 3. In this case, a lower end of the pile 6 for the loading test is inserted into the pile forming hole 3; the pile 6 for the loading test and the cast-in-place pile 1 are connected together; and subsequently, the loading test is performed.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:提供一种现浇桩的荷载测试方法,通过将立管和现浇桩彼此可靠地分开,可以获得准确的测试结果。对于在直径小于立管2的内径D1的成桩孔3的现浇桩的载荷试验方法,几乎​​在立管2的下方同心地钻出。在桩形成孔3中插入有钢筋4。放置混凝土5以用于建造现浇桩1。千斤顶8通过用于载荷试验的桩6将向下的推力作用在浇注桩1上,该桩桩6连接到浇注桩1的上部,从而可以执行加载测试。准备用于载荷试验的桩6,并且通过硬化放置在桩形成孔3中的混凝土5来构造现浇桩1。在这种情况下,用于载荷的桩6的下端。将测试插入桩形成孔3中;用于载荷测试的桩6和现浇桩1连接在一起。版权:(C)2007,JPO&INPIT

著录项

  • 公开/公告号JP2007211521A

    专利类型

  • 公开/公告日2007-08-23

    原文格式PDF

  • 申请/专利权人 TAKENAKA KOMUTEN CO LTD;

    申请/专利号JP20060033915

  • 发明设计人 HAMADA JUNJI;KAWAI EISAKU;TSUCHIYA TOMIO;

    申请日2006-02-10

  • 分类号E02D1/00;E02D5/34;

  • 国家 JP

  • 入库时间 2022-08-21 21:15:06

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