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A non-powered dam

机译:无动力水坝

摘要

Instead, the dam is opened and closed automatically by flowing water.;The existing reservoirs are all started and closed manually. The dam in this study is about the automatic opening and closing of the dam.;The reference drawing has a similar foundation to the first one, after forming the cylinder chamber "10", insert the cylinder box "12" in the cylinder chamber "10".Then, after the combination of "two" and "eight", add "seven" to "eight" at the bottom of the piston, and "Nine" for most pistons.Next, put the spray "1" of proper size in proper arrangement before and after the cylinder chamber "10", insert the sound dike into the cylinder sleeve "12" with both the water pressure plate "2" and the leather stone "8", and then fix "7" between the cylinder chamber "10" and the leather stone "8" to make it index.Then paste the flow axis "4" on the front and back of the water pressure plate "2" for dike, and paste the front and back inclined pipes "3" on the flow axis "4".Then, the lower end of the front and rear inclined plates "3" is pasted with the flow drum "6" at the same time, so that it is more convenient to move forward and backward when the dike is pressed with the water pressure plate "2", and then the "5" between the water pressure plate "2" and the inclined plate "3" is added, and then it is fixed on both sides.Then an index plate "5" is added to the lower end of the inclined tube "3", and a non dynamic automatic reservoir of the index tube "5" is fixed at the inclined plate "3".The effect is as follows:;If the rain causes more water to flow, the dam will be opened automatically according to the weight of water. If the flow of water becomes less, the dam will be closed automatically due to the restoring force of spring.
机译:相反,大坝通过流动的水自动打开和关闭。现有的水库全部由人工启动和关闭。本研究中的水坝与水坝的自动打开和关闭有关。参考图具有与第一个相似的基础,在形成缸室“ 10”之后,将缸箱“ 12”插入缸室“ 10”。然后,在将“两个”和“八个”组合后,在活塞底部的“八个”中添加“七个”,对大多数活塞添加“九”。接下来,将适当的喷雾“ 1”在气缸室“ 10”之前和之后以适当的尺寸布置,将测音堤与水压板“ 2”和皮革石“ 8”一起插入气缸套“ 12”,然后将“ 7”固定在将缸室“ 10”和皮革石“ 8”定为索引。然后将流轴“ 4”粘贴在水压板“ 2”的前,后堤上,并粘贴前,后倾斜管“在流动轴“ 4”上的“ 3”位置。然后,将前和后倾斜板“ 3”的下端同时粘贴流动鼓“ 6”,以便于移动。当用水压板“ 2”按压堤坝时,向前和向后移动,然后在水压板“ 2”和倾斜板“ 3”之间添加“ 5”,然后将其固定在两侧。然后将分度盘“ 5”添加到倾斜管“ 3”的下端,并将分度管“ 5”的无动力自动储液器固定在倾斜板“ 3”上。效果如下: ;如果下雨使更多的水流过,大坝将根据水的重量自动打开。如果水流变少,由于弹簧的恢复力,水坝将自动关闭。

著录项

  • 公开/公告号KR970058517U

    专利类型

  • 公开/公告日1997-11-10

    原文格式PDF

  • 申请/专利权人 한상관;

    申请/专利号KR19960008891U

  • 发明设计人 한상관;

    申请日1996-04-19

  • 分类号E02B7/20;

  • 国家 KR

  • 入库时间 2022-08-22 03:16:28

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