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Pile top treatment construction method null of large caliber

机译:大口径桩顶处理施工方法

摘要

PURPOSE:To raise the operating efficiency for pile head treatment by a method in which before concrete placed into a pit hardens, a high-pressure water jet pipe having a nozzle on its tip is inserted into the concrete in a height regulable manner and high-pressure water is jetted. CONSTITUTION:Before concrete 2 placed into a pile pit 1 hardens, a working bench 4 having a round guide slit 4d on its center is set on the pit 1. A high- pressure water jet pipe 5 having a jet nozzle 5a on its tip is inserted into the extra-banking portion 2a of the concrete 2 through the slit 4d, and high-pressure water is jetted while turning the pipe 5 by operation of a handle 5b. Since the high-pressure water jet can be moved along the slit 4d, high-pressure water can be jetted onto all the extra-banking portion and workability for the pile head treatment can be enhanced.
机译:目的:通过一种方法来提高桩头处理的工作效率,在这种方法中,在将混凝土浇注到坑中之前,先将其尖端带有喷嘴的高压水喷射管以可调节的高度插入混凝土中,喷射高压水。构成:在将混凝土2放入桩坑1中硬化之前,将在其中心处具有圆形导向缝隙4d的工作台4置于坑1上。在其顶端有一个喷嘴5a的高压喷水管5是通过狭缝4d将其插入混凝土2的外堤部2a中,并且通过操作手柄5b使管5转动时喷射高压水。由于高压水射流可以沿着狭缝4d移动,因此高压水可以被喷射到所有的额外堤岸部分上,并且可以提高用于桩头处理的可加工性。

著录项

  • 公开/公告号JPH0711137B2

    专利类型

  • 公开/公告日1995-02-08

    原文格式PDF

  • 申请/专利权人 鹿島建設株式会社;

    申请/专利号JP19870159237

  • 发明设计人 日座 宏尚;木野 諭;

    申请日1987-06-25

  • 分类号E02D5/34;

  • 国家 JP

  • 入库时间 2022-08-22 04:29:15

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