首页> 外国专利> CONSTRUCTION OF HIGH BEARING FORCE CAST-IN-PLACE CONCRETE PILE ETC.

CONSTRUCTION OF HIGH BEARING FORCE CAST-IN-PLACE CONCRETE PILE ETC.

机译:高承载力现浇混凝土桩等的施工。

摘要

PURPOSE:To strengthen a head edge bearing power by way of fixing a tamping pile by introducing a guide pipe provided with the tamping pile in a desired depth, and filling in-filling mortar in the guide pipe. CONSTITUTION:In advance of construction of a body 11, the head edge opening is covered with a cover plate 7 capable of knockout, and a guide pipe 4 installed with a tamping pile 6 by way of screwing a male screw part of the tamping pile 6 in a female screw part on the head edge inner surface is set on the bottom of a head edge ground 5. Conversely, after completion of the body 11, a rotary shaft is inserted to the inside of the guide pipe 4, and the tamping pile 6 is rotated and intruded to the head edge ground 5. Thereafter, the in- filling mortar is filled in the guide pipe 4. Consequently, it is possible to produce a high bearing force cast-in-place concrete pile with large head edge bearing power.
机译:目的:通过以所需的深度引入随夯实桩提供的导向管,并在导向管中填充砂浆,通过固定夯实桩来增强顶部边缘的承载力。组成:在车身11的构造之前,头部边缘开口被能够敲除的盖板7和通过捣固桩6的外螺纹部分拧紧而安装有捣固桩6的导管4覆盖。头部边缘内表面上的内螺纹部分上的凹入部分设置在头部边缘地面5的底部上。相反,在主体11完成之后,将旋转轴插入到导管4的内部,并捣固桩将图6所示的混凝土旋转并侵入到顶部边缘地面5。此后,将填充砂浆填充到导管4中。因此,可以产生具有大的顶部边缘轴承的高承载力的现浇混凝土桩。功率。

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