JP5236794B2 - Pump gate - Google Patents

Pump gate Download PDF

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JP5236794B2
JP5236794B2 JP2011247064A JP2011247064A JP5236794B2 JP 5236794 B2 JP5236794 B2 JP 5236794B2 JP 2011247064 A JP2011247064 A JP 2011247064A JP 2011247064 A JP2011247064 A JP 2011247064A JP 5236794 B2 JP5236794 B2 JP 5236794B2
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gate
door
pump
door gate
water channel
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JP2012026269A (en
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敦 宮先
進二 鈴木
耕 藤野
喜裕 山川
義弘 内田
大輔 吉田
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Ebara Corp
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Ebara Corp
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本発明は、鉛直に配置された回転軸に一端が支持された単数又は複数の扉門を備え、該扉門の開閉で水路を開閉する扉門設備、昇降する扉門(ゲート)を備え、該扉門の昇降により水路を開閉する扉門(ゲート)設備に関し、特に扉門にポンプを設け、水路を閉じた状態で上流側の水を下流側に排水することができるポンプゲートに関するものである。   The present invention comprises one or more door gates, one end of which is supported on a vertically arranged rotating shaft, and includes a door gate facility for opening and closing a water channel by opening and closing the door gate, and a door gate for raising and lowering (gate). The present invention relates to a door gate facility that opens and closes a water channel by raising and lowering the door gate, and particularly relates to a pump gate that is provided with a pump in the door gate and can drain upstream water downstream with the water channel closed. is there.

現在、本川と支川との合流部に、小規模な排水施設としてポンプゲート設備を設置し、支川の氾濫を防止している。即ち大雨などで本川が増水した場合、ポンプゲート設備のゲートを閉じることで、本川側の水が支川に逆流するのを防止し、支川の上流側の水をポンプによって本川側に強制的に排水している。   Currently, a pump gate facility is installed as a small-scale drainage facility at the junction of the main river and the tributaries to prevent flooding of the tributaries. In other words, when the main river increases due to heavy rain, the pump gate facility gate is closed to prevent the water on the main river from flowing back to the tributary, and the water upstream from the tributary is forced to the main river by the pump. Is draining.

図1は従来のこの種のポンプゲート設備を示す概略側断面図である。このポンプゲート設備は、水路100を開閉するゲート101と、該ゲート101に取り付けたポンプ102(水中ポンプ)と、ゲート101に取り付けた吊り上げ部材103と、該吊り上げ部材103を上下動させゲート101を開閉する開閉機構(スピンドルやラック開閉機構で構成される)104、該開閉機構104をゲート101の上部に据え付けるためのコンクリート製構造物又は鋼製架台105、及び手摺106等を備えている。本川増水時は開閉機構104を駆動してゲート101を下降させ水路100を閉じ、ポンプ102を駆動することで支川の上流側の水を下流側(本川側)に排水する。   FIG. 1 is a schematic sectional side view showing a conventional pump gate facility of this type. This pump gate equipment includes a gate 101 that opens and closes a water channel 100, a pump 102 (submersible pump) attached to the gate 101, a lifting member 103 attached to the gate 101, and a lifting member 103 that moves the lifting member 103 up and down. An opening / closing mechanism (consisting of a spindle or rack opening / closing mechanism) 104 for opening and closing, a concrete structure or steel frame 105 for installing the opening / closing mechanism 104 on the upper part of the gate 101, a handrail 106, and the like are provided. When the river increases, the open / close mechanism 104 is driven to lower the gate 101, close the water channel 100, and drive the pump 102 to drain the water upstream of the tributary to the downstream (Honkawa side).

特開2002−38455号公報JP 2002-38455 A 特開2000−204536号公報JP 2000-204536 A

上記従来のポンプゲート設備においては、ゲート101とポンプ102(水中ポンプ)を一体化しており、ゲート101は、鉛直方向に上下動するスライドゲート又はローラゲートを使用しているが、ポンプ102の吸込口102a及び逆流防止用のフラップ弁を含む吐出口102bがゲート101の側面から張り出しているため、ポンプ102の上昇に限界があり、ポンプ102を高く上昇させるには、コンクリート製構造物又は鋼製架台105を大きくする必要があった。   In the above conventional pump gate equipment, the gate 101 and the pump 102 (submersible pump) are integrated, and the gate 101 uses a slide gate or a roller gate that moves up and down in the vertical direction. Since the outlet 102b including the opening 102a and the flap valve for preventing backflow protrudes from the side surface of the gate 101, there is a limit to the pump 102 ascending, and in order to raise the pump 102 high, a concrete structure or steel It was necessary to enlarge the mount 105.

また、従来、図2に示すように、鉛直に配置された回転軸110に一端が支持され、該回転軸110を中心に水平方向に回転することにより水路100を開閉する扉門(扉体)111を備えたスイング型の扉門設備や、図3に示すように、鉛直に配置された回転軸110に一端が支持され、該回転軸110を中心に水平方向に回転することにより水路100を開閉する扉門(扉体)111を備えたマイタ型の扉門設備がある。このような、スイング型やマイタ型の扉門設備の扉門111にポンプ112を取り付けることも考えられる。しかしながら、ポンプ112の吸込口112a及び吐出口112bが扉門111の側面から張り出すことになるため、水路100の開放に支障をきたし、水路100を完全に開放するためには、水路100の片側側壁(図2参照)や両側側壁(図3参照)に大きなピット113を設ける必要がある。   Conventionally, as shown in FIG. 2, one end is supported by a vertically arranged rotating shaft 110, and opens and closes the water channel 100 by rotating horizontally around the rotating shaft 110 (door body). As shown in FIG. 3, one end is supported on a swing shaft 110 arranged vertically, and the water channel 100 is rotated horizontally around the rotation shaft 110 as shown in FIG. There is a miter-type door gate facility having a door gate (door body) 111 that opens and closes. It is also conceivable to attach the pump 112 to the door gate 111 of such a swing type or miter type door gate facility. However, since the suction port 112a and the discharge port 112b of the pump 112 protrude from the side surface of the door gate 111, the opening of the water channel 100 is hindered, and in order to completely open the water channel 100, one side of the water channel 100 It is necessary to provide large pits 113 on the side wall (see FIG. 2) and both side walls (see FIG. 3).

本発明は上述の点に鑑みてなされたもので、スイング型やマイタ型の扉門設備の扉門の開閉、昇降型の扉門設備の扉門の上昇に支障とならない薄型のポンプゲートを提供することを目的とする。   The present invention has been made in view of the above points, and provides a thin pump gate that does not hinder the opening and closing of the gate of a swing type or miter type door gate facility, and the raising of the door gate of a lift type door gate facility. The purpose is to do.

上記課題を解決するため本発明は、鉛直に配置された回転軸に一端が支持され、該回転軸を中心に水平方向に回転することにより開閉する単数又は複数の扉門を備え、該扉門の開閉により水路を開閉する扉門設備の該扉門内に、前記扉門により前記水路を閉じた状態で、前記水路の上流側に吸込口が下流側に吐出口が開口し、且つ少なくとも一部が垂直方向に配置された扉門内水路を設け、該扉門内水路に上流側の水を下流側に排水する噴流ポンプのノズルを配置したことを特徴とするポンプゲートにある。   In order to solve the above problems, the present invention comprises one or more door gates that are supported at one end by a vertically arranged rotating shaft and that open and close by rotating horizontally around the rotating shaft. In the door gate of the door gate facility that opens and closes the water channel by opening and closing the water channel, with the water channel closed by the door gate, a suction port is opened upstream of the water channel, and a discharge port is opened downstream, and at least partly Is provided in a pump gate characterized in that a water gate in a door gate is provided in a vertical direction, and a nozzle of a jet pump for draining water on the upstream side to the water flow in the door gate is arranged in the door gate water channel.

また、本発明は、昇降により水路を開閉する扉門を備えた扉門設備の該扉門内に、前記扉門により前記水路を閉じた状態で、前記水路の上流側に吸込口が下流側に吐出口が開口し、且つ少なくとも一部が垂直方向に配置された扉門内水路を設け、該扉門内水路に上流側の水を下流側に排水する噴流ポンプのノズルを配置したことを特徴とするポンプゲートにある。   Further, the present invention provides a door gate provided with a door gate that opens and closes the water channel by ascending and descending, with the water channel closed by the door gate, and a suction port on the upstream side of the water channel. A door gate water channel having an outlet opening and at least a portion arranged in a vertical direction is provided, and a nozzle of a jet pump for draining upstream water downstream is disposed in the door gate water channel. Located at the pump gate.

また、本発明は、上記ポンプゲートにおいて、前記扉門内水路の吐出口に逆流防止用弁を設けたことを特徴とする。   Further, the present invention is characterized in that, in the pump gate, a backflow prevention valve is provided at a discharge port of the water passage in the door gate.

また、本発明は、上記ポンプゲートにおいて、前記扉門内水路の吐出口は該水路下流側の最高水位より高い位置に配置し、前記吐出口に逆流防止弁を省略できる構成としたことを特徴とする。 Further, the present invention is characterized in that, in the pump gate, the discharge port of the waterway in the door gate is arranged at a position higher than the highest water level on the downstream side of the water channel, and a backflow prevention valve can be omitted from the discharge port. To do.

また、本発明は、上記ポンプゲートにおいて、前記扉門が全開及び全閉の状態で、該扉門の底面が当接する傾斜面を前記水路の底面に設け、前記扉門及び該扉門に設けた前記ポンプの荷重を該扉門の底面を介して前記傾斜面で支持することを特徴とする。   Also, the present invention provides the pump gate, wherein the door gate is fully open and fully closed, and an inclined surface with which the bottom surface of the door gate contacts is provided on the bottom surface of the water channel, and the door gate and the door gate are provided. The load of the pump is supported by the inclined surface through the bottom surface of the door gate.

本発明によれば、扉門により水路を閉じた状態で、水路の上流側に吸込口が下流側に吐出口が開口し、且つ少なくとも一部が垂直方向に配置された扉門内水路を設け、該扉門内水路に上流側の水を下流側に排水する噴流ポンプのノズルを配置したので、扉門の側面から張り出すものはなく、扉門を開いた場合、扉門は水路の側部に寄り、水路面を開放するので、通船等の障害にならない。また、水路上方に構造物が立設することなく、景観や日照を害することがない。また、扉門を開いた状態では、扉門は水路の側部に寄っているから、扉門やポンプの分解点検において、必要最小限の引き上げ容量のクレーン設備でよく、分割構造によっては、クレーンを備えた車両(例えば積載型トラッククレーン)程度で扉門施設の維持管理が可能となる。 According to the present invention, in a state where the water channel is closed by the door gate , the water inlet in the door gate is provided with the suction port on the upstream side of the water channel and the discharge port opened on the downstream side, and at least part of which is arranged in the vertical direction. Since the nozzle of the jet pump that drains the upstream water downstream is arranged in the waterway in the door gate, there is nothing that protrudes from the side of the door gate, and when the door gate is opened, the door gate is on the side of the water channel Because it closes and opens the surface of the waterway, it does not become a hindrance such as passing. In addition, the structure does not stand up above the waterway, and the scenery and sunlight are not harmed. In addition, when the door gate is open, the door gate is close to the side of the waterway, so it is sufficient to use a crane facility with the minimum required lifting capacity in the overhaul of the door gate and pump. It is possible to maintain and manage the door gate facility with a vehicle (for example, a load-type truck crane) equipped with

また、本発明によれば、昇降する扉門により水路を閉じた状態で、水路の上流側に吸込口が下流側に吐出口が開口し、且つ少なくとも一部が垂直方向に配置された扉門内水路を設け、該扉門内水路の垂直部に上流側の水を下流側に排水する噴流ポンプのノズルを配置したので、扉門の側面から張り出すものはなく、扉門を昇降させる昇降機構が簡単で該昇降機構を取り付けるコンクリート製構造物又は鋼製架台を大きくする必要がない。 Further, according to the present invention, in a state in which the water channel is closed by the raising and lowering gate , the suction port is opened on the upstream side of the water channel, the discharge port is opened on the downstream side, and at least a part thereof is arranged in the vertical direction. Since the nozzle of the jet pump that drains the water on the upstream side is arranged in the vertical part of the waterway in the door gate, there is nothing protruding from the side of the door gate, and there is a lifting mechanism that raises and lowers the door gate It is simple and there is no need to enlarge the concrete structure or steel mount to which the lifting mechanism is attached.

また、本発明によれば、扉門内水路の水路下流側の開口に逆流防止用弁を設けたので、ポンプの羽根車又は噴流ポンプのノズルの停止中に水路下流側の水が扉門内水路を通って上流側に水が逆流することがない。   Further, according to the present invention, since the backflow prevention valve is provided at the downstream opening of the waterway in the door gate waterway, the water on the downstream side of the waterway passes through the doorway waterway while the impeller of the pump or the nozzle of the jet pump is stopped. There is no backflow of water upstream.

また、本発明によれば、扉門内水路の水路下流側の開口は該水路下流側の最高水位より高い位置に配置するので、水路下流側の水が扉門内水路を通って逆流することがないから逆流防止用弁を設ける必要がなく、逆流を完全に防止できる。   Further, according to the present invention, the opening on the downstream side of the waterway in the doorway water channel is disposed at a position higher than the highest water level on the downstream side of the waterway, so that the water on the downstream side of the waterway does not flow back through the waterway in the door gate. Therefore, it is not necessary to provide a backflow prevention valve, and backflow can be completely prevented.

また、本発明によれば、扉門が全開及び全閉の状態で、該扉門の底面が当接する傾斜面を水路の底面に設け、扉門及び該扉門に設けたポンプの荷重を該扉門の底面を介して傾斜面で支持するので、扉門を回転軸でのみ支持する片持ち構造に比較し、回転軸及び扉門自体の剛性を小さくできコスト低減を図ることができる。これに対し、扉門を回転軸のみで常時支持する片持ち構造では、回転軸や扉門の剛性を大きくする必要があり、その分コスト高となる。   Further, according to the present invention, with the door gate fully opened and fully closed, an inclined surface with which the bottom surface of the door gate abuts is provided on the bottom surface of the water channel, and the load of the pump provided on the door gate and the door gate is Since it supports with an inclined surface through the bottom face of a door gate, compared with the cantilever structure which supports a door gate only with a rotating shaft, the rigidity of a rotating shaft and the door gate itself can be made small, and cost reduction can be aimed at. On the other hand, in the cantilever structure in which the door gate is always supported only by the rotation shaft, it is necessary to increase the rigidity of the rotation shaft and the door gate, which increases the cost.

従来のポンプゲート設備の概略構成を示す側断面図である。It is a sectional side view which shows schematic structure of the conventional pump gate installation. 従来の扉門設備の扉門にポンプを取り付けた場合の概略構成例を示す図で、図2(a)は平面図、図2(b)は側断面図である。It is a figure which shows the schematic structural example at the time of attaching a pump to the door gate of the conventional door gate equipment, FIG. 2 (a) is a top view, FIG.2 (b) is a sectional side view. 従来の扉門設備の扉門にポンプを取り付けた場合の概略構成例を示す図で、図3(a)は平面図、図3(b)は側断面図である。It is a figure which shows the example of schematic structure at the time of attaching a pump to the door gate of the conventional door gate equipment, FIG. 3 (a) is a top view, FIG.3 (b) is a sectional side view. 本発明に係るポンプゲートの概略構成例を示す図で、図4(a)は平面図、図2(b)は側断面(A−A断面)図である。4A and 4B are diagrams illustrating a schematic configuration example of a pump gate according to the present invention, in which FIG. 4A is a plan view and FIG. 2B is a side cross-sectional view (AA cross-sectional view). 本発明に係るポンプゲートの概略構成例を示す側断面図である。It is a sectional side view which shows the schematic structural example of the pump gate which concerns on this invention. 本発明に係るポンプゲートの概略構成例を示す平面図である。It is a top view which shows the schematic structural example of the pump gate which concerns on this invention. 本発明に係るポンプゲートの概略構成例を示す図で、図7(a)は平面図、図7(b)は側断面(A−A断面)図である。7A and 7B are diagrams showing a schematic configuration example of a pump gate according to the present invention, in which FIG. 7A is a plan view and FIG. 7B is a side cross-sectional view (AA cross-sectional view). 本発明に係るポンプゲートの概略構成例を示す側断面図である。It is a sectional side view which shows the example of schematic structure of the pump gate which concerns on this invention. 本発明に係るポンプゲートの概略構成例を示す側断面図である。It is a sectional side view which shows the example of schematic structure of the pump gate which concerns on this invention. 本発明に係るポンプゲートの概略構成例を示す側断面図である。It is a sectional side view which shows the schematic structural example of the pump gate which concerns on this invention. 本発明に係るポンプゲートの概略構成例を示す側断面図である。It is a sectional side view which shows the schematic structural example of the pump gate which concerns on this invention. 本発明に係るポンプゲートの概略構成例を示す側断面図である。It is a sectional side view which shows the example of schematic structure of the pump gate which concerns on this invention. 本発明に係るポンプゲートの概略構成例を示す図で、図13(a)平面図、図13(b)は(a)のA−A断面図、図13(c)は(a)B−B断面図である。It is a figure which shows the schematic structural example of the pump gate which concerns on this invention, Fig.13 (a) top view, FIG.13 (b) is AA sectional drawing of (a), FIG.13 (c) is (a) B-. It is B sectional drawing. 本発明に係るポンプゲートの概略構成例を示す図で、図14(a)平面図、図14(b)は(a)A−A断面図、図14(c)は(a)B−B断面図である。It is a figure which shows the schematic structural example of the pump gate which concerns on this invention, FIG.14 (a) top view, FIG.14 (b) is (a) AA sectional drawing, FIG.14 (c) is (a) BB. It is sectional drawing.

以下、本発明の実施形態例を図面に基づいて説明する。
〔実施形態例1〕
図4は本発明に係るポンプゲートの概略構成例を示す図で、図4(a)は平面図、(b)は扉門(扉体)の側断面(A−A矢視断面)図である。図において、10は、本川と支川との合流部に設けられた水路である。本ポンプゲートは、スイングゲートと呼ばれる扉門11を備えたポンプゲートである。扉門11は一端が鉛直に立設配置された回転軸12で支持され、支柱15を中心に水平方向に回転するようになっている。扉門11を支持する回転軸12が支柱15を中心に回転し水路10を塞いだ状態が扉門11の全閉、側壁10aに当接した状態(扉門11が一点鎖線で示す位置にある状態)を全開という。
Embodiments of the present invention will be described below based on the drawings.
[Embodiment 1]
FIG. 4 is a view showing a schematic configuration example of a pump gate according to the present invention, FIG. 4 (a) is a plan view, and FIG. 4 (b) is a side cross section (AA cross section) of a door gate (door body). is there. In the figure, reference numeral 10 denotes a water channel provided at the junction of the main river and the tributary river. This pump gate is a pump gate including a door gate 11 called a swing gate. The door gate 11 is supported by a rotating shaft 12 with one end vertically arranged, and rotates in a horizontal direction around a support column 15. A state in which the rotary shaft 12 supporting the door gate 11 rotates around the support column 15 and closes the water channel 10 is a state in which the door gate 11 is fully closed and is in contact with the side wall 10a (the door gate 11 is in a position indicated by a one-dot chain line). State) is called fully open.

扉門11には、該扉門11により水路10を閉じた状態で、水路10の上流側に開口する吸込口13a、下流側に開口する吐出口13bを備え、上下方向に垂直に延びる扉門内水路13を設けている。該扉門内水路13は扉門11の頂部に達し、吸込口13aと吐出口13bの間の垂直部に水路10の上流側の水を下流側に排水するポンプの羽根車14を配置している。該羽根車14はシャフト16を介して電動機等の駆動機17の回転軸に連結され、該駆動機17で回転されるようになっている。吐出口13bには、逆流防止弁として扉門11の下流側にヒンジピン18aでの回動自在に支持されたフラップ弁18を設けている。   The door gate 11 is provided with a suction port 13a that opens to the upstream side of the water channel 10 and a discharge port 13b that opens to the downstream side in a state where the water channel 10 is closed by the door gate 11, and the door gate 11 extends vertically in the vertical direction. A water channel 13 is provided. The door gate water channel 13 reaches the top of the door gate 11, and a pump impeller 14 for draining water upstream of the water channel 10 downstream is disposed in a vertical portion between the suction port 13a and the discharge port 13b. . The impeller 14 is connected to a rotating shaft of a driving machine 17 such as an electric motor via a shaft 16 and is rotated by the driving machine 17. The discharge port 13b is provided with a flap valve 18 rotatably supported by a hinge pin 18a on the downstream side of the door gate 11 as a backflow prevention valve.

上記構成のポンプゲートにおいて、駆動機17を起動して羽根車14を回転すると水路10の支川側の水は吸込口13aから吸い込まれ、扉門内水路13内を上昇して、吐出口13bからフラップ弁18を押し上げ、下流側に流れる。WL1は水路10の上流側の水位を、WL2は水路10の下流側の水位を示す。図4に示すように、下流側の水位WL2が上流側の水位WL1より高い場合、何らかの原因で羽根車14が停止すると、下流側の水圧でフラップ弁18は閉じ、下流側の水は扉門内水路13を通って上流側へは流れない。即ち、逆流は防止される。図では扉門11内に2本の扉門内水路13をそれぞれにポンプの羽根車14を配置した例を示したが、扉門内水路13を1本又は3本以上設け、各扉門内水路13に羽根車14を配置してもよい。なお、矢印Jは支川側から本川側に流れる水流の方向を示す。   In the pump gate configured as described above, when the driving machine 17 is started and the impeller 14 is rotated, water on the tributary side of the water channel 10 is sucked from the suction port 13a, rises in the water gate 13 in the door gate, and flaps from the discharge port 13b. The valve 18 is pushed up and flows downstream. WL1 indicates the water level on the upstream side of the water channel 10, and WL2 indicates the water level on the downstream side of the water channel 10. As shown in FIG. 4, when the downstream water level WL2 is higher than the upstream water level WL1, if the impeller 14 stops for some reason, the flap valve 18 is closed by the downstream water pressure, and the downstream water is kept in the door gate. It does not flow upstream through the water channel 13. That is, backflow is prevented. In the figure, an example in which two door gate water channels 13 are arranged in the door gate 11 and a pump impeller 14 is arranged in each door gate 11 is provided. However, one or more door gate water channels 13 are provided, and each door gate water channel 13 is provided. An impeller 14 may be arranged. The arrow J indicates the direction of the water flow flowing from the tributary side to the main river side.

上記のように、ポンプゲートを扉門設備の扉門11に吸込口13a及び吐出口13bを備えた扉門内水路13を設け、該扉門内水路13に羽根車14を配置する構成を採用することにより、扉門の両側面に大きな凸部が現れることなく、ポンプゲートがスリム化される。その結果、扉門11が全開、即ち図4(a)一点鎖線で示す位置にある場合、扉門11が水路10の側壁10aと平行で当接した状態で寄るから、自然流下時の水理に影響を与えることなく、扉門設備をポンプゲートとしても水路10を拡張する必要がない。   As described above, the pump gate is provided with the door gate water channel 13 provided with the suction port 13a and the discharge port 13b in the door gate 11 of the door gate facility, and the configuration in which the impeller 14 is disposed in the door gate water channel 13 is adopted. As a result, the pump gate is slimmed without large protrusions appearing on both sides of the door gate. As a result, when the door gate 11 is fully open, that is, at the position indicated by the alternate long and short dash line in FIG. 4A, the door gate 11 approaches in a state of being in contact with the side wall 10a of the water channel 10 in parallel. There is no need to expand the water channel 10 even if the door gate facility is used as a pump gate.

また、電動機等の駆動機17を扉門11の頂部に設置することにより、駆動機17に通常の屋外型の駆動機を使用することが可能となり、従来のポンプゲートのように駆動機に水中モータを使用することがないから経済性に優れる。また、駆動機17が扉門11の外に出ていることから、日常点検が行い易くなると共に、扉門内水路13が扉門11の頂部に達し開口しているから、羽根車14やシャフト16等のポンプ回転体を含め、扉門内水路13を通して鉛直方向に取り出すことができるから、分解点検時における維持管理性の向上が図れる。   Further, by installing a driving machine 17 such as an electric motor at the top of the door gate 11, it becomes possible to use a normal outdoor type driving machine for the driving machine 17, and to the driving machine underwater like a conventional pump gate. It is economical because it does not use a motor. Further, since the drive unit 17 is out of the door gate 11, daily inspections are easy to perform, and the water gate 13 in the door gate reaches the top of the door gate 11 and opens, so the impeller 14 and the shaft 16. Since it can be taken out in the vertical direction through the water gate 13 in the door gate including the pump rotating body such as the above, it is possible to improve the maintainability at the time of overhauling.

〔実施形態例2〕
図5は本発明に係るポンプゲートの概略構成例を示す扉門(扉体)の側断面(図4(a)A−A矢視断面)図である。図5において、図4と同一符号を付した部分は同一部分を示す。なお、他の図においても同様とする。本ポンプゲートが図4のポンプゲートと異なる点は、扉門内水路13の吐出口13bの位置が、水路10の下流側の最高水位HWL2より高い位置になっている点である。これにより、逆流防止弁としてのフラップ弁18を省略できる。また、逆流防止弁がフラップ弁18の場合、吐出口13bの端部とフラップ弁18の間に異物が挟まった場合、逆流を完全に防止できないが、ここでは吐出口13bの位置を水路10の下流側の最高水位HWL2より高い位置としているため、逆流は完全に防止できる。
[Embodiment 2]
FIG. 5 is a side cross-sectional view (cross section taken along line AA in FIG. 4 (a)) of a door gate (door body) showing a schematic configuration example of a pump gate according to the present invention. In FIG. 5, the same reference numerals as those in FIG. 4 denote the same parts. The same applies to other drawings. This pump gate is different from the pump gate of FIG. 4 in that the position of the discharge port 13b of the door gate waterway 13 is higher than the highest water level HWL2 on the downstream side of the waterway 10. Thereby, the flap valve 18 as a backflow prevention valve can be omitted. Further, when the backflow prevention valve is the flap valve 18, if foreign matter is caught between the end of the discharge port 13 b and the flap valve 18, the backflow cannot be completely prevented, but the position of the discharge port 13 b is set here in the water channel 10. Since the position is higher than the highest water level HWL2 on the downstream side, backflow can be completely prevented.

なお、図4、図5ではスイングゲートと呼ばれる扉門11を備えたポンプゲートを示したが、これに限定されるものではなく、図6に示すように、一端が鉛直に立設配置された回転軸12で支持され、支柱15を中心に水平方向に回転する一対の扉門11を備えたマイタゲートの各扉門11の内部に図4(b)及び図5に示すような、吸込口13a及び吐出口13bを備えた扉門内水路13を設け、該扉門内水路13に羽根車14を配置するようにしてもよい。   4 and 5, the pump gate provided with the door gate 11 called a swing gate is shown. However, the present invention is not limited to this, and one end is vertically arranged as shown in FIG. A suction port 13a as shown in FIG. 4B and FIG. 5 is provided inside each gate 11 of the miter gate that is supported by the rotary shaft 12 and includes a pair of gates 11 that rotate in the horizontal direction around the support column 15. In addition, a door gate water channel 13 including a discharge port 13b may be provided, and the impeller 14 may be disposed in the door gate water channel 13.

〔実施形態例3〕
図7は本発明に係るポンプゲートの概略構成例を示す図で、図7(a)は平面図、(b)は扉門(扉体)の側断面図である。本ポンプゲートは、スイングゲートと呼ばれる扉門11を備えたポンプゲートである。扉門11は図4(a)に示す扉門11と同様、一端が鉛直に立設配置された回転軸12で支持され、支柱15を中心に水平方向に回転するようになっている。また、扉門11には、吸込口13a及び吐出口13bを備えた扉門内水路13を設けている点も図4(a)に示す扉門11と同じである。
[Embodiment 3]
7A and 7B are diagrams showing a schematic configuration example of a pump gate according to the present invention. FIG. 7A is a plan view, and FIG. 7B is a side sectional view of a door gate (door body). This pump gate is a pump gate including a door gate 11 called a swing gate. Similarly to the door gate 11 shown in FIG. 4A, the door gate 11 is supported by a rotating shaft 12 that is vertically arranged at one end, and rotates in a horizontal direction around a support column 15. Further, the door gate 11 is also provided with a door gate water channel 13 having a suction port 13a and a discharge port 13b, which is the same as the door gate 11 shown in FIG.

本ポンプゲートでは、扉門内水路13の垂直部に噴流ポンプ(ジェットポンプ)の噴流ノズル20を配置している。該噴流ノズル20には噴流発生ポンプ22の吐出口に接続された噴流水供給管21が接続されている。噴流発生ポンプ22の吸込口には噴流水吸込管23が接続され、該噴流水吸込管23の下端にはストレーナ24が取り付けられている。噴流発生ポンプ22を起動し、噴流水吸込管23で水路10の上流側の水(下流側の水でもよい)を吸込み、噴流水供給管21を通して噴流ノズル20に供給する。この時、噴流水吸込管23に吸い込まれる水に同伴する異物はストレーナ24で除去される。これにより、噴流ノズル20から噴流水25が噴出し、扉門内水路13内の水を押し上げ、吐出口13bから吐出する。これにより、水路10の上流側の水が吸込口13aから吸い込まれ、扉門内水路13を通って、吐出口13bから下流側に吐き出される。 In this pump gate, a jet nozzle 20 of a jet pump (jet pump) is disposed in a vertical portion of the water gate 13 in the door gate. The jet nozzle 20 is connected to a jet water supply pipe 21 connected to the discharge port of the jet generating pump 22. A jet water suction pipe 23 is connected to the suction port of the jet generation pump 22, and a strainer 24 is attached to the lower end of the jet water suction pipe 23. The jet generating pump 22 is activated, and the water on the upstream side of the water channel 10 (or water on the downstream side) is sucked by the jet water suction pipe 23 and supplied to the jet nozzle 20 through the jet water supply pipe 21. At this time, foreign substances accompanying water sucked into the jet water suction pipe 23 are removed by the strainer 24. Thereby, the jet water 25 spouts from the jet nozzle 20, pushes up the water in the waterway 13 in the door gate, and discharges it from the discharge port 13b. Thereby, the water on the upstream side of the water channel 10 is sucked in from the suction port 13 a, passes through the door gate water channel 13, and is discharged from the discharge port 13 b to the downstream side.

上記のように、ポンプゲートにおいて扉門設備の扉門11に吸込口13a及び吐出口13bを備えた扉門内水路13を設け、該扉門内水路13に噴流ノズル20を配置する構成を採用することにより、扉門11の両側面に大きな凸部が現れることなく、ポンプゲートがスリム化される。その結果、扉門11が全開、即ち図7(a)の一点鎖線で示す位置にある場合、扉門11が水路10の側壁10aと平行で当接した状態となるから、自然流下時の水流に影響を与えることなく、扉門設備をポンプゲートとしても水路10を拡張することがない。 As described above, in the pump gate, the gate gate 11 of the door gate equipment is provided with the door gate water channel 13 having the suction port 13a and the discharge port 13b, and the jet nozzle 20 is arranged in the gate gate water channel 13. As a result, the pump gate is slimmed without large protrusions appearing on both side surfaces of the door gate 11. Since a result, Tobiramon 11 fully opened, i.e. when in the position indicated by the dashed line in FIG. 7 (a), Tobiramon 11 are parallel in a state in which contact with the side wall 10a of the channel 10, the water flow during natural flow The water channel 10 is not expanded even if the door gate facility is used as a pump gate.

また、噴流発生ポンプ22を扉門11の外に設置することにより、通常の屋外型のポンプを使用することが可能となり、従来のポンプゲートのように水中モータポンプを使用することがないから経済性に優れる。また、扉門内水路13に回転するものがないから、故障も発生しにくい。噴流発生ポンプ22やその駆動機等が扉門11の外に出ていることから、日常点検が行い易くなる。   Further, by installing the jet generating pump 22 outside the door gate 11, it becomes possible to use a normal outdoor pump, and it is economical because no submersible motor pump is used unlike a conventional pump gate. Excellent in properties. Moreover, since there is nothing rotating in the door gate waterway 13, it is hard to produce a failure. Since the jet generating pump 22 and its driving machine are out of the door gate 11, daily inspection is easy to perform.

また、噴流発生ポンプ22を図7(a)に示すように、水路10の側部に設置し、噴流水供給管21を回転軸12又は直近位置に取り付ける。噴流水供給管21を回転軸に取り付けることにより、噴流水供給管21に可撓性を持たせることがない。また、回転軸12の直近位置でも、扉門11の全開・全閉時の取り合い点の変位は僅かであるので、過剰な可撓を持たせる設備を設ける必要がなく、効果的である。   Moreover, as shown in FIG. 7A, the jet generating pump 22 is installed on the side of the water channel 10, and the jet water supply pipe 21 is attached to the rotary shaft 12 or the nearest position. By attaching the jet water supply pipe 21 to the rotating shaft, the jet water supply pipe 21 does not have flexibility. Even at the position closest to the rotary shaft 12, the displacement of the contact point when the door 11 is fully opened and fully closed is small, so that it is not necessary to provide equipment for providing excessive flexibility, which is effective.

〔実施形態例4〕
図8は本発明に係るポンプゲートの概略構成例を示す扉門(扉体)の側断面図である。本ポンプゲートが図7のポンプゲートと異なる点は、扉門内水路13の吐出口13bの位置が、水路10の下流側の最高水位HWL2より高い位置になっている点である。これにより、逆流防止弁としてのフラップ弁18を省略できる。また、逆流防止弁がフラップ弁18の場合、吐出口13bの端部とフラップ弁18の間に異物が挟まった場合、逆流を完全に防止できないが、ここでは吐出口13bの位置を水路10の下流側の最高水位HWL2より高い位置としているため、逆流は完全に防止できる。
[Embodiment 4]
FIG. 8 is a side sectional view of a door gate (door body) showing a schematic configuration example of a pump gate according to the present invention. This pump gate is different from the pump gate of FIG. 7 in that the position of the discharge port 13b of the door gate waterway 13 is higher than the highest water level HWL2 on the downstream side of the waterway 10. Thereby, the flap valve 18 as a backflow prevention valve can be omitted. Further, when the backflow prevention valve is the flap valve 18, if foreign matter is caught between the end of the discharge port 13 b and the flap valve 18, the backflow cannot be completely prevented, but the position of the discharge port 13 b is set here in the water channel 10. Since the position is higher than the highest water level HWL2 on the downstream side, backflow can be completely prevented.

なお、図7、図8ではスイングゲートと呼ばれる扉門11を備えたポンプゲートを示したが、これに限定されるものではなく、図6に示すように、一端が鉛直に立設配置された回転軸12で支持され、支柱15を中心に水平方向に回転する一対の扉門11を備えたマイタゲートの各扉門11の内部に図7(b)及び図8に示すような、吸込口13a及び吐出口13bを備えた扉門内水路13を設け、該扉門内水路13に噴流ノズル20を配置するようにしてもよい。   7 and 8 show a pump gate having a door gate 11 called a swing gate. However, the pump gate is not limited to this, and one end is vertically arranged as shown in FIG. A suction port 13a as shown in FIG. 7B and FIG. 8 is provided inside each gate 11 of the miter gate, which is supported by the rotary shaft 12 and includes a pair of door gates 11 that rotate in the horizontal direction around the support column 15. In addition, the door gate water channel 13 provided with the discharge port 13 b may be provided, and the jet nozzle 20 may be disposed in the door gate water channel 13.

〔実施形態例5〕
図9は本発明に係るポンプゲートの概略構成例を示す断面図である。本ポンプゲートは、水路10を開閉する扉門(ゲート)31、扉門31に取り付けた吊り下げ部材32、該吊り下げ部材32を上下動させ扉門31を開閉するゲート開閉機構(スピンドルやラック開閉機構で構成される)33、該ゲート開閉機構33を扉門31の上部に据え付けるためのコンクリート製構造物又は鋼製架台34、梯子35、及び手摺36等を備えている点は、図1に示す従来のポンプゲートと同じである。
[Embodiment 5]
FIG. 9 is a cross-sectional view showing a schematic configuration example of a pump gate according to the present invention. The pump gate includes a door gate 31 that opens and closes the water channel 10, a suspension member 32 attached to the door gate 31, and a gate opening / closing mechanism that opens and closes the gate 31 by moving the suspension member 32 up and down (spindle and rack). 1 is provided with a concrete structure or steel mount 34, a ladder 35, a handrail 36 and the like for installing the gate open / close mechanism 33 on the upper portion of the door gate 31. This is the same as the conventional pump gate shown in FIG.

本ポンプゲートでは、扉門31内に吸込口13a及び吐出口13bを備え上下方向に垂直に延びる扉門内水路13を設けている。該扉門内水路13の垂直部に水路10の上流側の水を下流側に排水するポンプの羽根車14を配置している。該羽根車14はシャフト16を介して電動機等の駆動機17の回転軸に連結され、該駆動機17で回転されるようになっている。吐出口13bには、逆流防止弁として扉門31の下流側にヒンジピン18aで回動自在に支持されたフラップ弁18を設けている。   In this pump gate, the door gate water channel 13 is provided in the door gate 31 and includes a suction port 13a and a discharge port 13b and extends vertically in the vertical direction. An impeller 14 of a pump that drains water on the upstream side of the water channel 10 to the downstream side is disposed in a vertical portion of the water passage 13 in the door gate. The impeller 14 is connected to a rotating shaft of a driving machine 17 such as an electric motor via a shaft 16 and is rotated by the driving machine 17. The discharge port 13b is provided with a flap valve 18 rotatably supported by a hinge pin 18a on the downstream side of the door gate 31 as a backflow prevention valve.

上記構成のポンプゲートにおいて、扉門31を下げその下端が水路10の底面10cに当接して水路を閉じ、駆動機17を起動して羽根車14を回転すると水路10の支川側の水は吸込口13aから吸い込まれ、扉門内水路13内を上昇して、吐出口13bからフラップ弁18を押し上げ、下流側に流れる。このように、扉門31内に吸込口13a及び吐出口13bを備えた扉門内水路13を設け、該扉門内水路13に羽根車14を配置する構成を採用することにより、扉門11の両側面に大きな凸部が現れることなく、ポンプゲートがスリム化される。その結果、扉門11の昇降が容易で、ゲート開閉機構33、コンクリート製構造物又は鋼製架台34等を大きくする必要がない。   In the pump gate having the above-described configuration, when the door gate 31 is lowered and the lower end abuts against the bottom surface 10c of the water channel 10 to close the water channel and the impeller 14 is rotated by starting the drive unit 17, water on the tributary side of the water channel 10 is sucked The air is sucked in from the port 13a, rises in the water passage 13 in the door gate, pushes up the flap valve 18 from the discharge port 13b, and flows downstream. Thus, the door gate water channel 13 provided with the suction inlet 13a and the discharge outlet 13b is provided in the door gate 31, and the both sides of the door gate 11 are adopted by adopting a configuration in which the impeller 14 is disposed in the door gate water channel 13. The pump gate is slimmed without large protrusions appearing on the surface. As a result, the gate 11 can be easily moved up and down, and there is no need to increase the size of the gate opening / closing mechanism 33, the concrete structure, the steel pedestal 34, or the like.

また、電動機等の駆動機17を扉門31の頂部に設置することにより、駆動機17に通常の屋外型の駆動機を使用することが可能となり、経済性に優れる。また、駆動機17が扉門31の外に出ていることから、日常点検が行い易くなる。また、扉門内水路13は扉門31の頂部に達して開口しているから、羽根車14やシャフト16等のポンプ回転体を含め、扉門内水路13を通して鉛直方向に取り出すことができるから、分解点検時における維持管理性の向上が図れる。   In addition, by installing the driving machine 17 such as an electric motor at the top of the door gate 31, it becomes possible to use a normal outdoor type driving machine for the driving machine 17, which is excellent in economic efficiency. Moreover, since the drive machine 17 has come out of the door gate 31, it becomes easy to perform daily inspection. Further, since the door gate water channel 13 reaches the top of the door gate 31 and opens, it can be taken out vertically through the door gate water channel 13 including the pump rotating body such as the impeller 14 and the shaft 16. Maintenance management at the time of inspection can be improved.

〔実施形態例6〕
図10は本発明に係るポンプゲートの概略構成例を示す側断面図である。本ポンプゲートが図9のポンプゲートと異なる点は、扉門内水路13の吐出口13bの位置が、水路10の下流側の最高水位HWL2より高い位置になっている点である。これにより、逆流防止弁としてのフラップ弁18(図9参照)を省略できる。また、逆流防止弁がフラップ弁18の場合、吐出口13bの端部とフラップ弁18の間に異物が挟まった場合、逆流を完全に防止できないが、ここでは吐出口13bの位置を水路10の下流側の最高水位HWL2より高い位置としているため、逆流は完全に防止できる。
[Embodiment 6]
FIG. 10 is a side sectional view showing a schematic configuration example of the pump gate according to the present invention. This pump gate is different from the pump gate of FIG. 9 in that the position of the discharge port 13 b of the door gate waterway 13 is higher than the highest water level HWL 2 on the downstream side of the waterway 10. Thereby, the flap valve 18 (refer FIG. 9) as a backflow prevention valve can be omitted. Further, when the backflow prevention valve is the flap valve 18, if foreign matter is caught between the end of the discharge port 13 b and the flap valve 18, the backflow cannot be completely prevented, but the position of the discharge port 13 b is set here in the water channel 10. Since the position is higher than the highest water level HWL2 on the downstream side, backflow can be completely prevented.

〔実施形態例7〕
図11は本発明に係るポンプゲートの概略構成例を示す側断面図である。本ポンプゲートは、水路10を開閉する扉門(ゲート)31、扉門31に取り付けた吊り下げ部材32、該吊り下げ部材32を上下動させ扉門31を開閉するゲート開閉機構(スピンドルやラック開閉機構で構成される)33、該ゲート開閉機構33を扉門31の上部に据え付けるためのコンクリート製構造物又は鋼製架台34、梯子35、及び手摺36等を備えている点は、図9、図10に示すポンプゲートと同じである。
[Embodiment 7]
FIG. 11 is a side sectional view showing a schematic configuration example of a pump gate according to the present invention. The pump gate includes a door gate 31 that opens and closes the water channel 10, a suspension member 32 attached to the door gate 31, and a gate opening / closing mechanism that opens and closes the gate 31 by moving the suspension member 32 up and down (spindle and rack). 9), a concrete structure or a steel pedestal 34 for installing the gate opening / closing mechanism 33 on the upper part of the door gate 31, a ladder 35, a handrail 36, etc. This is the same as the pump gate shown in FIG.

本ポンプゲートでは、扉門内水路13に噴流ポンプ(ジェットポンプ)の噴流ノズル20を配置している。該噴流ノズル20には噴流発生ポンプ22の吐出口に接続された噴流水供給管21が接続されている。噴流発生ポンプ22の吸込口には噴流水吸込管23が接続され、該噴流水吸込管23の下端にはストレーナ24が取り付けられている。噴流発生ポンプ22を起動し、噴流水吸込管23で水路10の上流側の水(下流側の水でもよい)を吸込み、噴流水供給管21を通して噴流ノズル20に供給する。これにより、噴流ノズル20から噴流水25が噴出し、扉門内水路13内の水を押し上げ、吐出口13bから吐出する。これにより、水路10の上流側の水は吸込口13aから吸い込まれ、扉門内水路13を通って、吐出口13bから下流側に吐き出される。 In this pump gate, a jet nozzle 20 of a jet pump (jet pump) is disposed in the waterway 13 in the door gate. The jet nozzle 20 is connected to a jet water supply pipe 21 connected to the discharge port of the jet generating pump 22. A jet water suction pipe 23 is connected to the suction port of the jet generation pump 22, and a strainer 24 is attached to the lower end of the jet water suction pipe 23. The jet generating pump 22 is activated, and the water on the upstream side of the water channel 10 (or water on the downstream side) is sucked by the jet water suction pipe 23 and supplied to the jet nozzle 20 through the jet water supply pipe 21. Thereby, the jet water 25 spouts from the jet nozzle 20, pushes up the water in the waterway 13 in the door gate, and discharges it from the discharge port 13b. Thereby, the water on the upstream side of the water channel 10 is sucked in from the suction port 13 a, passes through the door gate water channel 13, and is discharged from the discharge port 13 b to the downstream side.

上記のように、ポンプゲートにおいて扉門設備の扉門31に吸込口13a及び吐出口13bを備えた扉門内水路13を設け、該扉門内水路13に噴流ノズル20を配置する構成を採用することにより、扉門31の両側面に大きな凸部が現れることなく、ポンプゲートがスリム化される。その結果、扉門31の昇降が容易で、ゲート開閉機構33、コンクリート製構造物又は鋼製架台34等を大きくする必要がない。   As described above, in the pump gate, the door gate waterway 13 having the suction port 13a and the discharge port 13b is provided in the door gate 31 of the door gate facility, and the jet nozzle 20 is disposed in the door gate water passage 13. As a result, the pump gate is slimmed without large protrusions appearing on both side surfaces of the door gate 31. As a result, the gate 31 can be easily moved up and down, and there is no need to enlarge the gate opening / closing mechanism 33, the concrete structure, the steel mount 34, or the like.

また、噴流発生ポンプ22を扉門11の外に設置することにより、通常の屋外型のポンプを使用することが可能となり、従来のポンプゲートのように水中モータポンプを使用することがないから経済性に優れる。また、扉門内水路13に回転するものがないから、故障も発生しにくい。噴流発生ポンプ22やその駆動機等が扉門31の外に出ていることから、日常点検が行い易くなる。   Further, by installing the jet generating pump 22 outside the door gate 11, it becomes possible to use a normal outdoor pump, and it is economical because no submersible motor pump is used unlike a conventional pump gate. Excellent in properties. Moreover, since there is nothing rotating in the door gate waterway 13, it is hard to produce a failure. Since the jet generating pump 22 and its drive unit are out of the door gate 31, daily inspections can be easily performed.

〔実施形態例8〕
図12は本発明に係るポンプゲートの概略構成例を示す扉門(扉体)の側断面図である。本ポンプゲートが図11のポンプゲートと異なる点は、扉門内水路13の吐出口13bの位置が、水路10の下流側の最高水位HWL2より高い位置になっている点である。これにより、逆流防止弁としてのフラップ弁18(図11参照)を省略できる。また、逆流防止弁がフラップ弁18の場合、吐出口13bの端部とフラップ弁18の間に異物が挟まった場合、逆流を完全に防止できないが、ここでは吐出口13bの位置を水路10の下流側の最高水位HWL2より高い位置としているため、逆流は完全に防止できる。
[Embodiment 8]
FIG. 12 is a side sectional view of a door gate (door body) showing a schematic configuration example of a pump gate according to the present invention. This pump gate is different from the pump gate of FIG. 11 in that the position of the discharge port 13b of the door gate water channel 13 is higher than the highest water level HWL2 on the downstream side of the water channel 10. Thereby, the flap valve 18 (refer FIG. 11) as a backflow prevention valve can be omitted. Further, when the backflow prevention valve is the flap valve 18, if foreign matter is caught between the end of the discharge port 13 b and the flap valve 18, the backflow cannot be completely prevented, but the position of the discharge port 13 b is set here in the water channel 10. Since the position is higher than the highest water level HWL2 on the downstream side, backflow can be completely prevented.

図13は本発明に係るポンプゲートの構成を示す図で、図13(a)は平面図、図13(b)はA−A断面、図13(c)はB−B断面を示す。本ポンプゲートは図4及び図5に示すポンプゲートと同様、スイングゲートと呼ばれる扉門11を備えたポンプゲートである。図示するように扉門11の底部は断面逆山形に形成されている。そして水路10の底面10cの扉門11の全閉位置及び全開位置には、扉門11の底部逆山形の両斜面の一方の斜面が当接する傾斜面10bが形成されている。   13A and 13B are diagrams showing the configuration of a pump gate according to the present invention. FIG. 13A is a plan view, FIG. 13B is an AA section, and FIG. 13C is a BB section. This pump gate is a pump gate having a door gate 11 called a swing gate, similar to the pump gate shown in FIGS. As shown in the figure, the bottom of the door gate 11 is formed in an inverted mountain shape in cross section. An inclined surface 10b is formed at the fully closed position and the fully opened position of the door gate 11 on the bottom surface 10c of the water channel 10 so that one of the two inclined surfaces of the bottom inverted mountain shape of the door gate 11 contacts.

上記のように水路10の底面10cの扉門11の全閉位置及び全開位置に傾斜面10bを設けることにより、扉門11が全閉位置や全開位置に達すると、扉門11の底部の傾斜面がこの傾斜面10bに当接し、扉門11等の荷重を扉門11の底部の傾斜面を介して傾斜面10bで支持するので、扉門11を回転軸12でのみ支持する片持ち構造に比較し、回転軸12及び扉門11自体の剛性を小さくできコスト低減を図ることができる。これに対し、扉門11等を回転軸12のみで常時支持する片持ち構造では、回転軸12や扉門11の剛性を大きくする必要があり、その分コスト高となる。   By providing the inclined surface 10b at the fully closed position and the fully opened position of the door gate 11 on the bottom surface 10c of the water channel 10 as described above, when the door gate 11 reaches the fully closed position or the fully opened position, the bottom of the door gate 11 is inclined. Since the surface abuts on the inclined surface 10b and the load of the door gate 11 or the like is supported by the inclined surface 10b via the inclined surface of the bottom of the door gate 11, the cantilever structure that supports the door gate 11 only by the rotary shaft 12 In comparison with this, the rigidity of the rotary shaft 12 and the door gate 11 itself can be reduced, and the cost can be reduced. On the other hand, in the cantilever structure in which the door gate 11 and the like are always supported only by the rotary shaft 12, it is necessary to increase the rigidity of the rotary shaft 12 and the door gate 11, which increases the cost.

図14は本発明に係るポンプゲートの他の構成を示す図で、図14(a)は平面図、図14(b)はA−A断面図、図14(c)はB−B断面図を示す。本ポンプゲートは図6に示すポンプゲートと同様、マイタゲートと呼ばれる2枚の扉門11を備えたポンプゲートである。図示するように扉門11の底部は断面逆山形に形成されている。そして水路10の底面10cの扉門11の全閉位置及び全開位置には、扉門11の底部逆山形の両斜面の一方の斜面が当接する傾斜面10bが形成されている。   14A and 14B are diagrams showing another configuration of the pump gate according to the present invention. FIG. 14A is a plan view, FIG. 14B is an AA sectional view, and FIG. 14C is a BB sectional view. Indicates. This pump gate is a pump gate provided with two door gates 11 called miter gates like the pump gate shown in FIG. As shown in the figure, the bottom of the door gate 11 is formed in an inverted mountain shape in cross section. An inclined surface 10b is formed at the fully closed position and the fully opened position of the door gate 11 on the bottom surface 10c of the water channel 10 so that one of the two inclined surfaces of the bottom inverted mountain shape of the door gate 11 contacts.

上記のように水路10の底面10cの扉門11の全閉位置及び全開位置に傾斜面10bを設けることにより、扉門11が全閉位置や全開位置に達すると、扉門11の底部の傾斜面がこの傾斜面10bに当接し、扉門11等の荷重を扉門11の底部の傾斜面を介して傾斜面10bで支持するので、扉門11を回転軸12でのみ支持する片持ち構造に比較し、回転軸12及び扉門11自体の剛性を小さくできコスト低減を図ることができる。これに対し、扉門11等を回転軸12のみで常時支持する片持ち構造では、回転軸12や扉門11の剛性を大きくする必要があり、その分コスト高となる。   By providing the inclined surface 10b at the fully closed position and the fully opened position of the door gate 11 on the bottom surface 10c of the water channel 10 as described above, when the door gate 11 reaches the fully closed position or the fully opened position, the bottom of the door gate 11 is inclined. Since the surface abuts on the inclined surface 10b and the load of the door gate 11 or the like is supported by the inclined surface 10b via the inclined surface of the bottom of the door gate 11, the cantilever structure that supports the door gate 11 only by the rotary shaft 12 In comparison with this, the rigidity of the rotary shaft 12 and the door gate 11 itself can be reduced, and the cost can be reduced. On the other hand, in the cantilever structure in which the door gate 11 and the like are always supported only by the rotary shaft 12, it is necessary to increase the rigidity of the rotary shaft 12 and the door gate 11, which increases the cost.

以上、本発明の実施形態を説明したが、本発明は上記実施形態に限定されるものではなく、特許請求の範囲、及び明細書と図面に記載された技術的思想の範囲内において種々の変形が可能である。なお直接明細書及び図面に記載のない何れの形状・構造・材質であっても、本願発明の作用・効果を奏する以上、本願発明の技術的思想の範囲内である。   Although the embodiments of the present invention have been described above, the present invention is not limited to the above-described embodiments, and various modifications can be made within the scope of the technical idea described in the claims and the specification and drawings. Is possible. It should be noted that any shape, structure, and material not directly described in the specification and drawings are within the scope of the technical idea of the present invention as long as the effects and advantages of the present invention are exhibited.

本発明は、扉門内に水路を閉じた状態で、水路の上流側に吸込口が下流側に吐出口が開口し、且つ少なくとも一部が垂直方向に配置された扉門内水路を設け、該扉門内水路に上流側の水を下流側に排水する噴流ポンプのノズルを配置したので、扉門の側面から張り出すものはなく、扉門を開いた場合、扉門は水路の側部に寄り、水路面を開放するので、通船等の障害にならない。また、水路上方に構造物が立設することなく、景観や日照を害することがない。また、扉門を開いた状態では、扉門は水路の側部に寄っているから、扉門やポンプの分解点検において、必要最小限の引き上げ容量のクレーン設備でよく、分割構造によっては、クレーンを備えた車両(例えば積載型トラッククレーン)程度で扉門施設の維持管理が可能なポンプゲートとして利用することができる。   The present invention provides a door gate water channel having a suction port on the upstream side of the water channel, a discharge port opened on the downstream side, and at least a part of which is arranged in the vertical direction, with the water channel closed in the door gate, Since the nozzle of the jet pump that drains the upstream water to the downstream side is arranged in the gate waterway, there is nothing protruding from the side of the door gate, when the door gate is opened, the door gate is closer to the side of the waterway, Because the waterway surface is opened, it does not become an obstacle such as passing. In addition, the structure does not stand up above the waterway, and the scenery and sunlight are not harmed. In addition, when the door gate is open, the door gate is close to the side of the waterway, so it is sufficient to use a crane facility with the minimum required lifting capacity in the overhaul of the door gate and pump. It can be used as a pump gate capable of maintaining and managing the door gate facility with a vehicle (for example, a load-type truck crane) equipped with

10 水路
11 扉門
12 回転軸
13 扉門内水路
14 ポンプの羽根車
15 支柱
16 シャフト
17 駆動機
18 フラップ弁
20 噴流ノズル
21 噴流水供給管
22 噴流発生ポンプ
23 噴流水吸込管
24 ストレーナ
25 噴流水
31 扉門(ゲート)
32 吊り下げ部材
33 ゲート開閉機構
34 コンクリート製構造物又は鋼製架台
35 梯子
36 手摺
10 water channel 11 door gate 12 axis of rotation
13 Waterway in door gate 14 Pump impeller 15 Post 16 Shaft 17 Drive 18 Flap valve 20 Jet nozzle 21 Jet water supply pipe 22 Jet generation pump 23 Jet water suction pipe 24 Strainer 25 Jet water 31 Door gate (gate)
32 Hanging member 33 Gate opening / closing mechanism 34 Concrete structure or steel mount 35 Ladder 36 Handrail

Claims (5)

鉛直に配置された回転軸に一端が支持され、該回転軸を中心に水平方向に回転することにより開閉する単数又は複数の扉門を備え、該扉門の開閉により水路を開閉する扉門設備の該扉門内に、前記扉門により前記水路を閉じた状態で、前記水路の上流側に吸込口が下流側に吐出口が開口し、且つ少なくとも一部が垂直方向に配置された扉門内水路を設け、該扉門内水路に上流側の水を下流側に排水する噴流ポンプのノズルを配置したことを特徴とするポンプゲート。   A door gate facility that has one or more door gates that are supported at one end by a vertically arranged rotating shaft and that opens and closes by rotating horizontally around the rotating shaft, and that opens and closes a water channel by opening and closing the door gate. In the door gate, in the state where the water channel is closed by the door gate, a suction port is opened on the upstream side of the water channel, a discharge port is opened on the downstream side, and at least a part of the water channel is arranged in the vertical direction. And a nozzle of a jet pump for discharging upstream water to the downstream side in the water channel in the door gate. 昇降により水路を開閉する扉門を備えた扉門設備の該扉門内に、前記扉門により前記水路を閉じた状態で、前記水路の上流側に吸込口が下流側に吐出口が開口し、且つ少なくとも一部が垂直方向に配置された扉門内水路を設け、該扉門内水路に上流側の水を下流側に排水する噴流ポンプのノズルを配置したことを特徴とするポンプゲート。   In the door gate of the door gate facility provided with a door gate that opens and closes the water channel by ascending and descending, with the water channel closed by the door gate, a suction port is opened upstream of the water channel, and a discharge port is opened downstream, A pump gate characterized in that a door gate water channel at least partially disposed in a vertical direction is provided, and a nozzle of a jet pump for draining upstream water downstream is disposed in the gate gate water channel. 請求項1又は2に記載のポンプゲートにおいて、
前記扉門内水路の吐出口に逆流防止用弁を設けたことを特徴とするポンプゲート。
The pump gate according to claim 1 or 2,
A pump gate characterized in that a backflow prevention valve is provided at a discharge port of the water passage in the door gate.
請求項1又は2に記載のポンプゲートにおいて、
前記扉門内水路の吐出口は該水路下流側の最高水位より高い位置に配置し、前記吐出口に逆流防止弁を省略できる構成としたことを特徴とするポンプゲート。
The pump gate according to claim 1 or 2 ,
A pump gate characterized in that a discharge port of the waterway in the door gate is arranged at a position higher than the highest water level on the downstream side of the water channel, and a backflow prevention valve can be omitted from the discharge port .
請求項1に記載のポンプゲートにおいて、
前記扉門が全開及び全閉の状態で、該扉門の底面が当接する傾斜面を前記水路の底面に設け、
前記扉門及び該扉門に設けた前記ポンプの荷重を該扉門の底面を介して前記傾斜面で支持することを特徴とするポンプゲート。
The pump gate according to claim 1, wherein
With the door gate fully open and fully closed, an inclined surface with which the bottom surface of the door gate abuts is provided on the bottom surface of the water channel,
A pump gate, wherein the door gate and a load of the pump provided on the door gate are supported by the inclined surface through a bottom surface of the door gate.
JP2011247064A 2011-11-11 2011-11-11 Pump gate Active JP5236794B2 (en)

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