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FOUNDATION PILE STRUCTURE, PRECAST CONCRETE PILE, AND JOINT HARDWARE FOR PRECAST CONCRETE PILE AND STEEL PIPE PILE

机译:基础桩结构,混凝土预制桩以及混凝土预制桩和钢管桩的联合硬件

摘要

PROBLEM TO BE SOLVED: To provide a foundation pile structure capable of soundly and smoothly transmitting a load when joining a precast concrete pile to a steel pipe pile, and to provide the precast concrete pile and joint hardware adequate thereto.;SOLUTION: A precast concrete pile 1 is joined to a steel pipe pile 2 by applying welding. At the end of the precast concrete pile 1, an outer periphery steel pipe 3 is previously mounted for transmitting axial force on the end of the precast concrete pile 1. On the inner peripheral face of the outer periphery steel pipe 3, a protrusion 3a having one or more steps is previously provided. With the end of the outer periphery steel pipe 3 protruded from the position of an end plate 4 to form a protruded portion 3b, site circumferential joint welding can be applied between the precast concrete pile 1 and the steel pipe pile 2 in the same method as conventional one for both steel pipe piles. A vertical load to be transmitted while being shared with a concrete portion of the precast concrete pile 1 is gradually shifted from near a joint to the steel pipe pile 1 whose cross section is suddenly changed, to the side of the steel pipe pile 2 via the protrusion 3a of the outer periphery steel pipe 3 and the outer periphery steel pipe 3, and stably transmitted thereto.;COPYRIGHT: (C)2012,JPO&INPIT
机译:要解决的问题:提供一种在将预制混凝土桩与钢管桩连接时能够合理且平稳地传递载荷的基础桩结构,并提供预制混凝土桩和与其相适应的接头硬件。桩1通过焊接而与钢管桩2接合。在预制混凝土桩1的端部,预先安装有外周钢管3,用于在预制混凝土桩1的端部传递轴向力。在外周钢管3的内周面上,突出部3a具有先前提供了一个或多个步骤。在外周钢管3的端部从端板4的位置突出而形成突出部3b的情况下,能够以与上述相同的方法在预制混凝土桩1与钢管桩2之间进行局部周向焊接。两种钢管桩均采用传统的钢管。在与预制混凝土桩1的混凝土部分共享的同时传递的垂直载荷逐渐从接缝附近转移到横截面突然改变的钢管桩1,并通过管道转移到钢管桩2的侧面。外周钢管3和外周钢管3的凸部3a并稳定地传递到其上。版权所有:(C)2012,JPO&INPIT

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