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Reinforcing structure and reinforcing method for rectangular section underground structure

机译:矩形截面地下结构的加固结构及加固方法

摘要

PPROBLEM TO BE SOLVED: To provide the reinforcement structure for a rectangular sectional underground structure and its reinforcement method, in which large-scale construction works are not required for reinforcing the existing rectangular sectional underground structure. PSOLUTION: The reinforcement structure for the rectangular sectional underground structure is composed of slits 20, which are formed to wall surfaces 13 and 14 connecting the upper floor slab 11 and lower floor slab 12 of the existing rectangular sectional underground structure 10, tabular steel materials 30 inserted into the slits 20 and reinforcing fillers 40 injected among the slits 20 and the steel materials 30. The steel materials 30 and the underground structure 10 are unified by the reinforcing fillers 40. PCOPYRIGHT: (C)2004,JPO&NCIPI
机译:

要解决的问题:提供用于矩形截面地下结构的增强结构及其增强方法,其中不需要对大型矩形地下结构进行大规模的施工。

解决方案:矩形截面地下结构的加固结构由狭缝20组成,狭缝形成在连接现有矩形截面地下结构10的上层楼板11和下层楼板12的壁表面13和14上(P)版权:(C)2004,(C)2004,在缝隙20中插入的钢材30和在缝隙20和钢材30之间注入的增强填料40。钢材30和地下结构10通过增强填料40而成为一体。日本特许厅

著录项

  • 公开/公告号JP4104453B2

    专利类型

  • 公开/公告日2008-06-18

    原文格式PDF

  • 申请/专利权人 大成建設株式会社;

    申请/专利号JP20020380353

  • 发明设计人 趙唯堅;

    申请日2002-12-27

  • 分类号E02B9/06;E02F5/10;F16L1/038;E02D29/05;E03F3/04;

  • 国家 JP

  • 入库时间 2022-08-21 20:20:10

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