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Side edition joint structure of the culvert which

机译:涵洞侧版的接头结构有哪些

摘要

PROBLEM TO BE SOLVED: To eliminate those points of increasing required soil bearing, reducing earthquake resistance and durability, reducing an earth placing quantity and requiring an improvement in the foundation ground and installation of piling, since a portal culvert and an arch cross-sectional culvert have a structure of generating the rotational moment in a sill 12.;SOLUTION: In the portal cross-sectional culvert, the arch cross-sectional culvert having a circular top board or a rectangular cross-sectional culvert, hinge joints 3 are arranged on both side boards 2 and 2 integral with the top board 1 to equalize ground reaction.;COPYRIGHT: (C)2001,JPO
机译:要解决的问题:由于有门涵和拱形截面涵,要消除增加要求的土壤承载力,降低抗震性和耐久性,减少土方量以及需要改善地基地面和打桩的安装等问题。具有在门槛12中产生旋转力矩的结构;解决方案:在门形横截面涵洞中,拱形横截面涵洞具有圆形顶板或矩形横截面涵洞,铰链接头3均布置在两者上侧板2和2与顶板1集成为一体,以平衡地面反作用。;版权所有:(C)2001,JPO

著录项

  • 公开/公告号JP4454096B2

    专利类型

  • 公开/公告日2010-04-21

    原文格式PDF

  • 申请/专利权人 ランデス株式会社;

    申请/专利号JP20000063715

  • 发明设计人 大月 隆行;松岡 智;

    申请日2000-03-08

  • 分类号E03F3/04;

  • 国家 JP

  • 入库时间 2022-08-21 18:57:49

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