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Being design modulo of the pile foundation which consists of the design modulo null many post component which considers the function of distribution

机译:作为桩基础的设计模,其中考虑了分布函数的设计模由多个桩组成

摘要

PROBLEM TO BE SOLVED: To reflect frictional force working on the peripheral surface of a pile member, in calculation for stability and behavior of a foundation structure.;SOLUTION: Strength of distribution peripheral surface frictional force τZ and a range of distributed stratum are set in the same way as general setting of design external force to design a foundation. The effects of action (the action of τZN) resisting the axial deformation of the whole foundation, action (the action of τZϕ) resisting the flexural deformation of the whole foundation, and action (the action of τZθ) resisting the member flexural deformation of each member are reflected in a balanced manner to the components of resultant force of each cross-sectional force of the whole foundation, and a solution of a displacement function of an obtained equation is used for a design calculation expression. The former two action (the action of τZN and τZϕ) out of three kinds of action of the distribution peripheral surface frictional force τZ has an effect of reducing the axial force of the pile. In the case of obtaining economical efficiency by reducing the axial force of the pile from the viewpoint of business, an expression reflecting the former two action is used to obtain a simple way of handling. These design methods are useful for the rational and economical design of the pile foundation.;COPYRIGHT: (C)2008,JPO&INPIT
机译:解决的问题:在计算基础结构的稳定性和性能时,要反映作用在桩构件外围表面上的摩擦力。解决方案:分布外围表面摩擦力的强度& Z 以与设计外力的一般设定相同的方式设定分布层的范围和基础。作用(&ltau; ZN 的作用)抵抗整个基础的轴向变形;作用(作用& Zϕ 的作用)抵抗整个基础的轴向变形整个基础和抵抗每个构件弯曲变形的作用(& Zθ 的作用)以平衡的方式反映到构件的每个横截面力的合力分量上。整体基础,并将获得的方程的位移函数的解用于设计计算表达式。分布圆周表面摩擦力τ Z的三种作用中的前两种作用(τ ZN 和τ Zϕ 的作用) 具有减小桩的轴向力的作用。从业务的观点出发,通过减小桩的轴向力来获得经济的效率的情况下,使用反映前两个作用的表达式来获得简单的处理方式。这些设计方法对于桩基的合理,经济设计是很有用的。;版权所有:(C)2008,日本特许厅

著录项

  • 公开/公告号JP4734645B2

    专利类型

  • 公开/公告日2011-07-27

    原文格式PDF

  • 申请/专利权人 国立大学法人山口大学;

    申请/专利号JP20060079499

  • 发明设计人 前原 博;三浦 房紀;

    申请日2006-03-22

  • 分类号E02D27/14;E02D27/12;

  • 国家 JP

  • 入库时间 2022-08-21 18:20:03

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