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FOOT PROTECTION STRUCTURE OF EXISTING PILE BASED ON BORED PRECAST PILING METHOD

机译:基于钻孔预桩法的既有桩脚保护结构

摘要

PURPOSE: To prevent destruction by tensile strength and enhance a vertical supporting force by forming the tip of an existing pile at the depth of embedment in the shape of a cone of at most a specified angle or a conical trapezoid and injecting a foot protection liquid into an excavated hole and pressing a pile thereinto. ;CONSTITUTION: The tip 4 of an excavated hole 3 is formed in the shape of a cone whose conical angle θ is at most 120 degrees or a conical trapezoid. A foot protection liquid, such as cement milk is injected into the hole, thereby forming a foot protection part 1. Then, an existing pile 2 is pressed in and cured. A vertical component of a ground reaction force, which acts on the tip of the pile as compression stress, maintains an area inside the tip of the pile in a compression stress state and prevents the generation of tensile stress. This construction makes it possible to enhance the structural strength of the pile and obtain a high vertical supporting force.;COPYRIGHT: (C)1996,JPO
机译:目的:为防止拉伸强度破坏,并通过在埋入深度将现有桩的尖端形成为至多指定角度的圆锥形或圆锥形梯形,并将护脚液注入挖一个洞,并在其中压入一堆。组成:开孔3的尖端4形成为圆锥形,其圆锥角θ最大为120度或圆锥形梯形。将诸如水泥乳之类的护脚液注入该孔中,从而形成护脚部1。然后,将现有的绒头2压入并固化。地面反作用力的垂直分量作为压缩应力作用在桩的尖端,使桩的尖端内部保持压缩应力状态并防止产生拉应力。这种结构可以增强桩的结构强度并获得较高的垂直支撑力。;版权所有:(C)1996,日本特许厅

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