首页> 外国专利> BEARING FORCE ANALYSIS OF PILE FOUNDATION AND ITS DEVICE

BEARING FORCE ANALYSIS OF PILE FOUNDATION AND ITS DEVICE

机译:桩基及其装置的承载力分析

摘要

PURPOSE: To define the bearing force of a pile to obtain only one solution, by measuring the accelaration, strain, and displacement of the pile every driving stroke to obtain the viscous attenuation coefficient and the spring constant of the ground and multiplying the variation of the elastic limit by the spring constant. ;CONSTITUTION: When a pile 4 is hit with a specified hitting load P(t), the accelaration (a) of the pile 4 is measured by an accelaration meter 1 and the strain is also measured by a strain meter 2. And the displacement (y) of a target 3a for displacement measurement is measured by an optical displacement meter 3b. The viscous attenuation coefficient C and the spring constant KD of the ground are obtained by use of an equation of motion on hitting the pile 4, M.a+C.v+kD.y=P(t), where M is the mass of pile 4, V is the speed of pile 4 and further, in accordance with the strain and the frequency of displacement (y). Moreover, the bearing force of the pile 4 is obtained by multiplying a specified limit displacement of the pile 4 by the spring constant KD.;COPYRIGHT: (C)1993,JPO&Japio
机译:目的:通过测量桩在每个驱动冲程的加速度,应变和位移来确定桩的承载力,从而仅获得一种解决方案,从而获得粘性衰减系数和地面的弹簧常数,并乘以桩的变化弹性极限由弹簧常数决定。 ;构成:当桩4受指定的撞击载荷P(t)撞击时,桩4的加速度(a)由加速度计1测量,应变也由应变计2测量。通过光学位移计3b测量用于位移测量的目标3a的(y)。粘性衰减系数C和地面的弹簧常数KD是通过使用击打桩4时的运动方程获得的,M.a + C.v + kD.y = P(t),其中M为质量桩4的速度V是桩4的速度,并且还取决于应变和位移频率(y)。此外,通过将桩4的特定极限位移乘以弹簧常数KD来获得桩4的支承力。;版权:(C)1993,JPO&Japio

著录项

  • 公开/公告号JPH05339931A

    专利类型

  • 公开/公告日1993-12-21

    原文格式PDF

  • 申请/专利权人 KAWASAKI STEEL CORP;

    申请/专利号JP19920144261

  • 发明设计人 WAKIYA HIROSHI;

    申请日1992-06-04

  • 分类号E02D1/08;

  • 国家 JP

  • 入库时间 2022-08-22 04:47:20

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