首页> 外国专利> ANTI-OVERFLOW TYPE FILL DAM USING PARTIAL PAVEMENT SLOPE AND SLOPE CHANNEL

ANTI-OVERFLOW TYPE FILL DAM USING PARTIAL PAVEMENT SLOPE AND SLOPE CHANNEL

机译:使用部分铺装坡度和坡度通道的防溢型填筑坝

摘要

The present invention relates to a overflow breaking prevention type dam dam which quickly avoids the overflow water downstream of the body 10 so as to prevent the destruction of the body 10 due to abnormal overflow of the storage water. (10) A covering slope 12, which is a hydraulic covering, is formed on a portion of the upper end portion, and the inflow end is formed on the lower slope 20 of the body 10 at the lower portion of the covering slope 12. Connected to the outflow end is a sloped waterway 40 connected to the waterway 30 so that the abnormal overflow water quickly through the cover slope 12, the sloped waterway 40 and the waterway 30 to the downstream downstream of the dam. It can be excluded. Through the present invention, even without a large-scale construction, such as the increase of the body 10, the abnormal overflow of the dam dam, such as sudden changes in inflow due to abnormal floods, earthquakes, landslides or moon waves due to strong winds By constructing a facility that can quickly and stably remove city overflows, it is possible to economically secure the stability of the dam against the overflow of the body (10).
机译:本发明涉及一种防溢流防止型水坝,该水坝能迅速避免主体10下游的溢水,从而防止由于蓄水的异常溢流而造成的主体10的破坏。 (10)在上端部的一部分上形成有作为液压覆盖物的覆盖斜面12,在该覆盖斜面12的下部的主体10的下斜面20上形成有流入端。连接到流出端的是倾斜的水道40,该倾斜的水道40连接到水道30,从而异常溢流水迅速通过盖坡12,倾斜的水道40和水道30到达大坝的下游。可以排除它。通过本发明,即使没有大型结构,例如主体10的增加,大坝的异常溢流,例如由于异常洪水,地震,山体滑坡或由于强烈的月波引起的流入突然变化。通过建造能够快速,稳定地消除城市溢流的设施,可以经济地确保大坝的稳定性以防车身(10)溢流。

著录项

  • 公开/公告号KR101262094B1

    专利类型

  • 公开/公告日2013-05-14

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20110039805

  • 发明设计人 이승오;

    申请日2011-04-27

  • 分类号E02B7/06;E02B7/02;

  • 国家 KR

  • 入库时间 2022-08-21 16:25:16

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