首页> 外国专利> CALCULATION METHOD OF SHEARING FORCE DISTRIBUTION IN JOINT SURFACE BETWEEN STEEL PRODUCT AND CONCRETE MEMBER, CALCULATION METHOD OF MAXIMUM SHEARING PROOF STRESS IN JOINT SURFACE BETWEEN STEEL PRODUCT AND CONCRETE MEMBER, CALCULATION METHOD OF SHEARING FORCE WORKING ON STUD, AND SUPPORT STRUCTURE OF REVERSELY DRIVEN COLUMN

CALCULATION METHOD OF SHEARING FORCE DISTRIBUTION IN JOINT SURFACE BETWEEN STEEL PRODUCT AND CONCRETE MEMBER, CALCULATION METHOD OF MAXIMUM SHEARING PROOF STRESS IN JOINT SURFACE BETWEEN STEEL PRODUCT AND CONCRETE MEMBER, CALCULATION METHOD OF SHEARING FORCE WORKING ON STUD, AND SUPPORT STRUCTURE OF REVERSELY DRIVEN COLUMN

机译:钢材与混凝土构件联合面的剪切力分布计算方法,钢筋与混凝土构件联合面的最大抗剪应力计算方法,销钉上的力,力,力,力计算方法

摘要

PPROBLEM TO BE SOLVED: To evaluate accurately a distribution of a shearing force per unit length transferred between a concrete pile and a reversely driven column. PSOLUTION: A distribution of a stress transferred between the concrete pile 30 and the reversely driven column 20 in a joint end surface when a shearing force is applied along the joint end surface is calculated by being approximated by a function wherein each value at both ends of a prescribed section is larger than a value at a middle part, in the joint end surface between the reversely driven column 20 and the concrete pile 30 constructed integrally with the reversely driven column 20. PCOPYRIGHT: (C)2010,JPO&INPIT
机译:

要解决的问题:要准确评估在混凝土桩和反向驱动柱之间传递的每单位长度的剪切力的分布。

解决方案:当沿着接合端面施加剪切力时,通过计算该函数的近似值,可以计算出在接合端面中在混凝土桩30和反向驱动柱20之间在混凝土桩30和反向驱动柱20之间传递的应力分布。在反向驱动柱20和与反向驱动柱20一体构成的混凝土桩30之间的接合端面中,规定截面的两端大于中间部分的值。

COPYRIGHT:(C)2010 ,JPO&INPIT

著录项

  • 公开/公告号JP2010025583A

    专利类型

  • 公开/公告日2010-02-04

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP20080184102

  • 发明设计人 SUGIMOTO KUNIYOSHI;TSUDA KAZUAKI;

    申请日2008-07-15

  • 分类号G01N3;E02D29/045;E21D13;

  • 国家 JP

  • 入库时间 2022-08-21 19:01:36

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