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Tunnel cave-in monitoring system, tunnel cave-in supervisory method and engineering works structure damage monitoring system

机译:隧道塌方监测系统,隧道塌方监测方法及工程结构破坏监测系统

摘要

The tunnel cave-in monitoring system and the engineering works structure damage monitoring system, network 3, plural conductive application patterns 4, plural sensor net terminals 5, the plural staging terminal bureau terminals 7 which are installed in existing facility 6, are formed from route base station terminal 8 and remote monitor 9. Conductive application pattern 4 is applied by the inner wall surface 2, is impressed specified voltage by sensor net terminal 5. With that, inside conductive application pattern 4 electric current flows. That time, cracking occurs in portion of the inner wall surface 2, when the conductive application pattern 4 which was applied part is cut off at least, value of resistance becoming high, current value becomes low. That current value data is measured by sensor net terminal 5, staging terminal bureau terminal 7, route base station terminal through 8 and network 3 from sensor net terminal 5, is transmitted to remote monitor 9. And, remote monitor 9 presumes the occurrence place of cracking from that current value data, indicates.
机译:从路线形成隧道塌方监测系统和工程结构破坏监测系统,网络3,多个导电应用图案4,多个传感器网络终端5,多个临时终端局终端7,它们安装在现有设施6中。基站端子8和远程监控器9。在内壁表面2上施加导电施加图案4,通过传感器网络端子5施加指定电压。由此,电流在导电施加图案4内流动。那时,在内壁表面2的一部分中发生破裂,当至少切断了被施加部分的导电性施加图案4时,电阻值变高,电流值变低。当前值数据由传感器网络终端5,升级终端局终端7,路由基站终端经过8和网络3从传感器网络终端5进行测量,然后从传感器网络终端5发送到远程监控器9。并且,远程监控器9假定发生的位置。表示从该当前值数据中破解。

著录项

  • 公开/公告号JPWO2005033475A1

    专利类型

  • 公开/公告日2006-12-14

    原文格式PDF

  • 申请/专利权人 株式会社日立製作所;

    申请/专利号JP20050509304

  • 发明设计人 鈴木 敬;福田 光;白澤 淳;

    申请日2003-10-01

  • 分类号E21D11/00;G01N17/00;G01N27/04;G01N27/20;

  • 国家 JP

  • 入库时间 2022-08-21 21:07:21

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