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FLUIDIZATION COUNTERMEASURE STRUCTURE AND FLUIDIZATION COUNTERMEASURE CONSTRUCTION METHOD OF PIPELINE

机译:管道的流化对策结构及流化对策的施工方法

摘要

PROBLEM TO BE SOLVED: To provide a fluidization countermeasure structure and a fluidization countermeasure construction method of a pipeline buried in the ground requiring no special burying material or support pile, and capable of reducing fluidizing pressure acting on a pipe when fluidization of the ground is caused.;SOLUTION: A wedge-like member is arranged on a fluidization upstream side side surface of the pipe buried in the ground anticipated to be fluidized. The pipe attached with a flexible bag body is buried in the ground anticipated to be fluidized, a solidifying fluid is fitted in the bag body, and the bag body is formed in a wedge shape. Thus, when the fluidization is caused, side fluid pressure applied to the pipe is reduced. Since a burying material sufficiently enters around under the pipe in a process of burying the pipe, a pipeline foundation is stabilized.;COPYRIGHT: (C)2002,JPO
机译:解决的问题:提供一种埋在地下的管道的流化对策结构和流化对策的施工方法,不需要特殊的埋入材料或支撑桩,并且能够降低在引起地面流化时作用在管道上的流化压力。解决方案:楔形构件布置在埋在预期将要流化的地下的管道的流化上游侧表面上。将附有柔性袋体的管埋入预期会被流化的地面中,将固化液装入袋体中,并且将袋体形成为楔形。因此,当引起流化时,减小了施加至管道的侧部流体压力。由于埋入材料在埋入管道的过程中会充分进入管道下方,因此可以稳定管道基础。;版权所有:(C)2002,JPO

著录项

  • 公开/公告号JP2002286165A

    专利类型

  • 公开/公告日2002-10-03

    原文格式PDF

  • 申请/专利权人 NKK CORP;

    申请/专利号JP20010084359

  • 发明设计人 SEKIGUCHI KOJI;

    申请日2001-03-23

  • 分类号F16L1/12;E02D31/10;

  • 国家 JP

  • 入库时间 2022-08-22 00:56:32

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