JP3131402U - Selectable working depth for dam and pond - Google Patents

Selectable working depth for dam and pond Download PDF

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JP3131402U
JP3131402U JP2007000932U JP2007000932U JP3131402U JP 3131402 U JP3131402 U JP 3131402U JP 2007000932 U JP2007000932 U JP 2007000932U JP 2007000932 U JP2007000932 U JP 2007000932U JP 3131402 U JP3131402 U JP 3131402U
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sand
conduit
pipeline
pipe line
pipe
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銘顯 張
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銘顯 張
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Abstract

【課題】サイホン効果により貯水部内の各層に存する水や堆積された土砂を簡単に吸上げて排出可能にする。
【解決手段】第一管路1と、第二管路2と、第三管路3を含み、前記第一管路1は、砂排出通路T内に設置され、その第一端は前記第二管路の第二端と連通し、外周面の適当な箇所には、砂排出通路を閉塞するためのフランジ14が設けられている。該第一管路の第二端には、前記第一管路1の開閉を制御する制御弁13が設けられている。前記第二管路2の第一端は前記第三管路3の第二端と連通し、前記第三管路の第一端には砂吸上げヘッド33が設けられている。前記第二管路と第三管路は自在管継ぎ手で連結され、上記砂吸上げヘッド33は任意の深さに移動することができる。
【選択図】図1
[PROBLEMS] To easily suck up and discharge water and accumulated earth and sand existing in each layer in a water storage section by a siphon effect.
SOLUTION: A first pipeline 1, a second pipeline 2, and a third pipeline 3, wherein the first pipeline 1 is installed in a sand discharge passage T, the first end of which is the first duct. A flange 14 for closing the sand discharge passage is provided at an appropriate location on the outer peripheral surface in communication with the second end of the two pipe lines. A control valve 13 for controlling the opening and closing of the first pipeline 1 is provided at the second end of the first pipeline. A first end of the second pipe line 2 communicates with a second end of the third pipe line 3, and a sand suction head 33 is provided at the first end of the third pipe line. The second pipe line and the third pipe line are connected by a universal pipe joint, and the sand suction head 33 can move to an arbitrary depth.
[Selection] Figure 1

Description

本考案は、ダムや池の土砂吸上げ装置に係り、特に、サイホン効果により貯水部内の水や底部に堆積された土砂を簡単に吸上げて排出可能なダム、池用の作業深さ選択可能吸上げ装置に関するものである。   The present invention relates to a dam and pond sediment suction device, and in particular, the working depth can be selected for dams and ponds that can easily suck up and discharge the water in the reservoir and the sediment deposited on the bottom due to the siphon effect. The present invention relates to a suction device.

従来のダムや池は、図3に示すように、水が流入するときに、流速が減速して土砂がダムや池の底部に堆積するので、ダムや池の貯水部の水質が清濁度によって清水層W1、濁水層W2および土砂層SLに分けられる。堆積される土砂の量を低減するために、ダムや池の底部に通じる砂排出通路Tを設けることが一般であり、砂排出通路Tの適当な箇所に、砂排出通路Tの開閉を制御するためのゲートGを設けて制御している(例えば特許文献1参照)。砂排出通路Tの貯水部側の入り口は、常に同じ位置に固定されているので、その入り口の付近にある濁水や土砂だけが排出可能であり、該入り口の高さが一定であるから、清水層W1、濁水層W2や土砂層SLの土砂等を選択して排出することができない。また、砂排出通路Tを通過するとき土砂などが該砂排出通路Tの壁面を侵食し易いので、砂排出通路Tが決壊する虞があった。
特開2003−64649号公報(図5)
In conventional dams and ponds, as shown in Fig. 3, when the water flows in, the flow velocity slows down and the sediment accumulates at the bottom of the dams and ponds. It is divided into a clear water layer W1, a muddy water layer W2, and a soil layer SL. In order to reduce the amount of accumulated sediment, it is common to provide a sand discharge passage T that leads to the bottom of a dam or pond, and the opening and closing of the sand discharge passage T is controlled at an appropriate location of the sand discharge passage T. The gate G is provided and controlled (for example, refer to Patent Document 1). Since the entrance on the water storage section side of the sand discharge passage T is always fixed at the same position, only muddy water and earth and sand near the entrance can be discharged, and the height of the entrance is constant. The earth and sand of the layer W1, the muddy water layer W2 and the earth and sand layer SL cannot be selected and discharged. Moreover, since the sand and the like easily erode the wall surface of the sand discharge passage T when passing through the sand discharge passage T, the sand discharge passage T may be broken.
Japanese Patent Laying-Open No. 2003-64649 (FIG. 5)

本考案の主な目的は、サイホン効果により清水層、濁水層、土砂層等の水や堆積された土砂を選択して簡単に吸上げ、貯水部から排出可能なダム、池用の作業深さ選択可能吸上げ装置を提供することにある。   The main purpose of the present invention is to select water such as fresh water layer, turbid water layer, earth and sand layer and sifted sediment by siphon effect, easily sucking up and draining from the reservoir, working depth for dam and pond It is to provide a selectable wicking device.

上記目的を達成するためになされた本願の考案は、砂排出通路内に設置される第一管路と、貯水部に設置される第二管路及び第三管路を含み、前記第一管路の第一端は前記第二管路の第二端と連通しかつその外周面の適当な箇所には砂排出通路を閉塞するためのフランジが設けられ、前記第一管路の第二端には前記第一管路の開閉を制御する制御弁が設けられ、前記第二管路の第一端は前記第三管路の第二端と連通し、前記第三管路の第一端には砂吸上げヘッドが設けられていることを特徴とするダム、池用の作業深さ選択可能吸上げ装置であることを要旨としている。   The invention of the present application made to achieve the above object includes a first pipe installed in the sand discharge passage, a second pipe and a third pipe installed in the water reservoir, and the first pipe The first end of the passage communicates with the second end of the second pipeline, and a flange for closing the sand discharge passage is provided at an appropriate location on the outer peripheral surface, and the second end of the first pipeline is provided. Is provided with a control valve for controlling the opening and closing of the first pipeline, the first end of the second pipeline communicates with the second end of the third pipeline, and the first end of the third pipeline The gist of the present invention is a suction device with a selectable working depth for dams and ponds, which is provided with a sand suction head.

本願の考案では、前記第二管路が浮上げ具に支持され、前記第三管路の砂吸上げヘッドには沈み深さを制御するワイヤが設けられていることを特徴とする請求項1に記載のダム、池用の作業深さ選択可能吸上げ装置であることを要旨としている。   In the invention of the present application, the second pipe line is supported by a lifting tool, and the sand suction head of the third pipe line is provided with a wire for controlling a sinking depth. It is a gist that it is a suction device with a selectable working depth for dams and ponds.

本願の考案では、前記第二管路と前記第三管路は自在管継ぎ手によって連接されていることを特徴とする請求項1又は2に記載のダム、池用の作業深さ選択可能吸上げ装置であることを要旨としている。   In the invention of the present application, the second pipe and the third pipe are connected by a universal pipe joint, The work depth selectable dam for dam and pond according to claim 1 or 2 The gist is that it is a device.

本考案のダム、池用の作業深さ選択可能吸上げ装置は上記のように構成されているので、次のような作用効果がある。   Since the working depth selectable suction device for dams and ponds according to the present invention is configured as described above, the following effects can be obtained.

(イ)砂吸上げヘッドを旋回させて作業対象層(例えば清水層W1、濁水層W2又は土砂層SL)の深さに沈ませることができるので、吸上げ作業を実施可能な対象層は自由に選択可能である。したがって、従来のように、砂排出通路Tの入り口の近傍だけしか吸い上げることができないというような限定はなくなる。   (B) Since the sand suction head can be swung and submerged to the depth of the work target layer (for example, the fresh water layer W1, the muddy water layer W2 or the earth and sand layer SL), the target layer on which the suction work can be performed is free. Can be selected. Therefore, there is no limitation that only the vicinity of the entrance of the sand discharge passage T can be sucked up as in the prior art.

(ロ)土砂を吸上げて排出可能であると共に、清水や濁水を吸上げて排出することもできる。   (B) Soil and sand can be sucked up and discharged, and fresh water and muddy water can be sucked up and discharged.

(ハ)吸上げて排出される土砂、清水や濁水は、第一管路1と第二管路2と第三管路3を経由し、砂排出通路の内面が土砂、清水、濁水等にさらされることがないので、砂排出通路Tの壁面が侵食されて該砂排出通路が決壊するという虞がなくなる。   (C) Sediment, fresh water and muddy water discharged by suction are routed through the first pipeline 1, the second pipeline 2 and the third pipeline 3, and the inner surface of the sand discharge passage is turned into earth, sand, muddy water, etc. Since it is not exposed, there is no possibility that the wall of the sand discharge passage T is eroded and the sand discharge passage is broken.

以下、添付図面を参照して本考案の好適な実施の形態を詳細に説明する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

まず、図1を参照する。本考案のダム、池用の作業深さ選択可能吸上げ装置は、第一管路1と、第二管路2と、第三管路3を含み、前記第一管路1は、砂排出通路T内に設置されている。該第一管路1は複数のチューブ10を連結して構成され、その第一端11は前記第二管路2の第二端22と連通し、外周面の適当な箇所には、砂排出通路Tの入り口を閉塞するためのフランジ14が設けられている。また、該第一管路の第二端12には、前記第一管路1の開閉を制御する制御弁13が設けられている。   First, refer to FIG. The working depth selectable suction device for dams and ponds of the present invention includes a first pipeline 1, a second pipeline 2, and a third pipeline 3, wherein the first pipeline 1 is sand discharge. It is installed in the passage T. The first pipe line 1 is constituted by connecting a plurality of tubes 10, the first end 11 communicates with the second end 22 of the second pipe line 2, and sand discharge is provided at an appropriate position on the outer peripheral surface. A flange 14 for closing the entrance of the passage T is provided. A control valve 13 for controlling the opening and closing of the first pipeline 1 is provided at the second end 12 of the first pipeline.

前記第二管路2は、貯水部内に設けられ、上記第一管路に連通する第二端22から上方に立ち上がり、途中から横方向に延び、複数のチューブ20を結合して形成され、その第一端21が前記第三管路3の第二端32と連通している。前記第三管路3も貯水部内に設けられ、複数のチューブ30を結合して形成され、その第一端31には砂吸上げヘッド33が設けられている。前記第二管路2と前記第三管路3を、水のなかに保持するために、浮上げ具5とワイヤ4とがそれぞれ使用されている。また、前記第二管路2と前記第三管路3とを相対的に旋回可能にするため、前記第二管路2と前記第三管路3の適所には自在管継ぎ手6などの回動可能な接続手段が設けられている。   The second pipe line 2 is provided in the water reservoir, rises upward from the second end 22 communicating with the first pipe line, extends in the lateral direction from the middle, and is formed by connecting a plurality of tubes 20. The first end 21 communicates with the second end 32 of the third pipeline 3. The third pipe 3 is also provided in the water reservoir, and is formed by connecting a plurality of tubes 30, and a sand suction head 33 is provided at the first end 31 thereof. In order to hold the second pipe line 2 and the third pipe line 3 in water, a lifting tool 5 and a wire 4 are used, respectively. In addition, in order to enable the second pipe 2 and the third pipe 3 to turn relative to each other, a flexible pipe joint 6 or the like is provided at an appropriate position between the second pipe 2 and the third pipe 3. A movable connection means is provided.

次に、図1と図2を参照しながら本考案の使用状態を詳細に説明する。図1では、制御弁13が閉状態にあり、且つ砂吸上げヘッド33が水面よりも高く保持されているので、第一管路1と第二管路2と第三管路3の内部には、清水、濁水や土砂などが全く入り込まない。そして、吸い上げ作業を開始するには、図2に示すように、まず、第一管路1と第二管路2と第三管路3の内部を清水で充満してから、上記砂吸上げヘッド33を吸上げようとする作業対象層(例えば水層W1、濁水層W2又は土砂層SL)の深さに沈めて、前記制御弁を開状態にすると、サイホン効果により水や堆積された土砂を簡単に吸上げて排出可能になる。なお、砂吸上げヘッド33の位置は船上の人が制御ワイヤ7で保持して制御すればよい。   Next, the use state of the present invention will be described in detail with reference to FIGS. In FIG. 1, since the control valve 13 is in a closed state and the sand suction head 33 is held higher than the water surface, the first conduit 1, the second conduit 2, and the third conduit 3 are disposed inside. Does not contain any clear water, muddy water or earth and sand. Then, in order to start the siphoning operation, as shown in FIG. 2, first, the inside of the first conduit 1, the second conduit 2, and the third conduit 3 is filled with fresh water, and then the sand siphoning is performed. When the control valve is opened when the head 33 is submerged to the depth of the work target layer (for example, the water layer W1, the muddy water layer W2 or the earth and sand layer SL) to suck up the head 33, water and accumulated earth and sand are caused by the siphon effect. Can be easily sucked and discharged. It should be noted that the position of the sand suction head 33 may be controlled by being held by the control wire 7 by a person on the ship.

以上のように、特定の例を参照して本考案を説明したが、それらの実施例は、説明のためだけに図示したものであり、本考案を限定するものではなく、この分野に通常の知識を有する者には、本考案の精神および範囲を逸脱することなく、ここで開示された実施例に変更、追加、または、削除を施してもよいことがわかる。   As described above, the present invention has been described with reference to specific examples. However, the embodiments are illustrated for illustrative purposes only, and are not intended to limit the present invention. Those skilled in the art will recognize that changes, additions, or deletions may be made to the embodiments disclosed herein without departing from the spirit and scope of the present invention.

本考案を示す断面図である。It is sectional drawing which shows this invention. 本考案の使用状態を示す断面図である。It is sectional drawing which shows the use condition of this invention. 従来のダムや池から砂を排出する方法を示す断面図である。It is sectional drawing which shows the method of discharging | emitting sand from the conventional dam and a pond.

符号の説明Explanation of symbols

1 第一管路 10 チューブ
11 第一端 12 第二端
13 制御弁 14 フランジ
2 第二管路 20 チューブ
21 第一端 22 第二端
3 第三管路 30 チューブ
31 第一端 32 第二端
33 砂吸上げヘッド 4 ワイヤ
5 浮上げ具 6 自在管継ぎ手
DESCRIPTION OF SYMBOLS 1 1st pipe line 10 Tube 11 1st end 12 2nd end 13 Control valve 14 Flange 2 2nd pipe line 20 Tube 21 1st end 22 2nd end 3 3rd pipe line 30 Tube 31 1st end 32 2nd end 33 Sand suction head 4 Wire 5 Lifting tool 6 Universal pipe joint

Claims (3)

砂排出通路内に設置される第一管路と、貯水部に設置される第二管路及び第三管路を含み、前記第一管路の第一端は前記第二管路の第二端と連通しかつその外周面の適当な箇所には砂排出通路を閉塞するためのフランジが設けられ、前記第一管路の第二端には前記第一管路の開閉を制御する制御弁が設けられ、前記第二管路の第一端は前記第三管路の第二端と連通し、前記第三管路の第一端には砂吸上げヘッドが設けられていることを特徴とするダム、池用の作業深さ選択可能吸上げ装置。   A first conduit installed in the sand discharge passage, a second conduit and a third conduit installed in the water reservoir, wherein the first end of the first conduit is the second of the second conduit A control valve that communicates with the end and has a flange for closing the sand discharge passage at an appropriate location on the outer peripheral surface thereof, and controls the opening and closing of the first conduit at the second end of the first conduit Wherein the first end of the second conduit communicates with the second end of the third conduit, and a sand suction head is provided at the first end of the third conduit. Working depth selectable suction device for dams and ponds. 前記第二管路が浮上げ具に支持され、前記第三管路の砂吸上げヘッドには沈み深さを制御するワイヤが設けられていることを特徴とする請求項1に記載のダム、池用の作業深さ選択可能吸上げ装置。   The dam according to claim 1, wherein the second pipe line is supported by a lifting tool, and a sand suction head of the third pipe line is provided with a wire for controlling a sinking depth. Selectable working depth for pond. 前記第二管路と前記第三管路は自在管継ぎ手によって連接されていることを特徴とする請求項1又は2に記載のダム、池用の作業深さ選択可能吸上げ装置。   The dam and pond working depth selectable suction device according to claim 1 or 2, wherein the second pipe line and the third pipe line are connected by a universal pipe joint.
JP2007000932U 2007-02-16 2007-02-16 Selectable working depth for dam and pond Expired - Fee Related JP3131402U (en)

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