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BANK REINFORCEMENT DRAIN CONSTRUCTION METHOD AND BANK REINFORCEMENT DRAIN STRUCTURE

机译:库岸排水工程施工方法及库岸排水工程

摘要

PROBLEM TO BE SOLVED: To prevent back slope end from collapse by protecting it from the entrance of cars in a back reinforcement drain construction method.;SOLUTION: A drain conduit block 32 is provided to separate a bank 2 from a road 5, and a lid block 31 is removably placed on the drain conduit block 32. Thus a bank foot waterway structure 3 is constructed. The bank foot waterway structure protrudes above the road 5. Road-side water permeation holes 31e are formed on the front surface of lid block 31 and top-side water permeation holes 31b are formed on the top surface 31a of lid block 31. The front surface 31c of lid block 31 is inclined in its upper part so as to retreat toward the bank 2 and the front surface of lid block 31 is decorated with a concavo-convex design.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:解决的问题:为防止后斜坡端部倒塌,方法是通过在后加固排水沟施工方法中保护坡道端部免受轿厢入口的侵害。解决方案:提供了排水导管块32,用于将堤岸2与道路5隔开,盖块31可移动地放置在排水导管块32上。因此,构造了岸脚水道结构3。堤脚水道结构在道路5上方突出。在盖块31的前表面上形成有路侧透水孔31e,并且在盖块31的上表面31a上形成了上侧透水孔31b。盖块31的表面31c在其上部倾斜以便向堤岸2退缩,并且盖块31的前表面采用凹凸设计装饰。版权所有:(C)2005,JPO&NCIPI

著录项

  • 公开/公告号JP2005098081A

    专利类型

  • 公开/公告日2005-04-14

    原文格式PDF

  • 申请/专利权人 YUKIMOTO TAKUO;

    申请/专利号JP20040208431

  • 发明设计人 YUKIMOTO TAKUO;YAMAMURA AKIRA;

    申请日2004-07-15

  • 分类号E02B3/12;E02B3/04;

  • 国家 JP

  • 入库时间 2022-08-21 22:33:34

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