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GROUT INJECTION MECHANISM IN CAST-IN-PLACE CONCRETE PILE AND GROUT METHOD

机译:现浇混凝土桩灌浆机理及灌浆方法

摘要

PROBLEM TO BE SOLVED: To provide a grout injection mechanism capable of positioning a grout jetting port inside a wide width part by a simple operation and substantially reducing the time and labor required for work.;SOLUTION: The grout injection mechanism, for injecting grout to a sidewall of the wide width part when constructing a cast-in-place concrete pile inside a drilling hole 14 where a wide width part 14b is formed, includes: an operation shaft 10 suspended inside a pile reinforcement 13 freely movably in the vertical direction or freely rotatably around an axis; a plurality of spoke members 11 whose proximal end part is connected freely swingably to the operation shaft or a pile main reinforcement and distal end part 11a is positioned inside the drilling hole when building the pile reinforcement and extended in an outer peripheral direction to face the sidewall of the wide width part by operating the operation shaft after the pile reinforcement is arranged; a flexible grout pipe 12 suspended inside the drilling hole; and a protective member 18 of a grout jetting port 17 provided on a position facing the wide width part of the grout pipe. To the protective member, the distal end part of the spoke member is connected.;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:提供一种灌浆机构,该灌浆机构能够通过简单的操作将灌浆口定位在较宽的部分内,并显着减少工作所需的时间和劳力。当在形成有宽幅部分14b的钻孔14内构造现浇混凝土桩时,宽幅部分的侧壁包括:操作轴10,其沿竖直方向可自由移动地悬挂在桩增强件13内部;或绕轴自由旋转;多个辐条部件11,其近端部可自由摆动地连接至操作轴或桩主加强件,并且远端部11a在建造桩增强件时位于钻孔内,并且在外周方向上延伸以面对侧壁。设置桩加强件后,通过操作操作轴来控制宽部的宽度;柔性注浆管12悬挂在钻孔内;浆液喷出口17的保护部件18设置在面向浆液管的宽幅部的位置。辐条部件的远端部分连接到保护部件。;版权所有:(C)2012,JPO&INPIT

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