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JP5876428B2 - Roller gate - Google Patents
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JP5876428B2 - Roller gate - Google Patents

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JP5876428B2
JP5876428B2 JP2013040637A JP2013040637A JP5876428B2 JP 5876428 B2 JP5876428 B2 JP 5876428B2 JP 2013040637 A JP2013040637 A JP 2013040637A JP 2013040637 A JP2013040637 A JP 2013040637A JP 5876428 B2 JP5876428 B2 JP 5876428B2
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weight
roller
main girder
door body
plate
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JP2014169541A (en
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友一 河内
友一 河内
西川 雅章
雅章 西川
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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Description

本発明は、ローラゲートに関し、特に、水力発電所の洪水吐ゲート、取水ゲート等に有効なローラゲートに関する。   The present invention relates to a roller gate, and more particularly to a roller gate effective for a spillway gate, a water intake gate, etc. of a hydroelectric power plant.

水力発電所の洪水吐ゲート、取水ゲート等として用いられるローラゲートは、扉体の両側にローラを取り付け、ローラを洪水吐口、取水口等の両側壁に設けたローラガイドによって案内し、ウインチの作動によって扉体に取り付けたワイヤロープを上下させることにより、扉体を上下させて洪水吐口、取水口等の開口を開閉させるように構成したものである。   Roller gates used as spillway gates and intake gates for hydroelectric power stations are equipped with rollers on both sides of the door body, guided by roller guides on both side walls of the spillway and intake ports, and the operation of the winch By moving the wire rope attached to the door body up and down, the door body is moved up and down to open and close openings such as a flood outlet and a water intake.

この場合、扉体は、鋼材からなる複数の主桁と縦桁とを縦横に組み合わせて構成した補強桁と、補強桁の前面側に貼り付けられる鋼板からなるスキンプレートとを備えており、左右端の縦桁の外側にそれぞれローラが取り付けられ、上端の主桁の上部にウインチから繰り出されたワイヤロープが連結されている(例えば、特許文献1参照。)。   In this case, the door body includes a reinforcing girder configured by combining a plurality of main girders made of steel and vertical girder vertically and horizontally, and a skin plate made of steel plate attached to the front side of the reinforcing girder. Rollers are respectively attached to the outer sides of the end stringers, and wire ropes fed from the winch are connected to the upper ends of the main girders at the upper end (see, for example, Patent Document 1).

ところで、上記のような構成のローラゲートにあっては、ウインチからワイヤロープを繰り出すことにより、自重によって扉体を下降させているが、ローラとローラガイドとの間の摩擦力、スキンプレートに作用する水圧等によって扉体を円滑に下降させることができないことがある。   By the way, in the roller gate configured as described above, the door body is lowered by its own weight by paying out the wire rope from the winch. However, the friction force between the roller and the roller guide acts on the skin plate. The door body may not be able to be lowered smoothly due to water pressure or the like.

このため、補強桁の主桁(上端の主桁を除く)の上部にコンクリート、砂等からなるバラストを載せて、バラストによって扉体の重量を増やしているが、主桁の上面がバラストで覆われているため、主桁等のメンテナンスを行うことができない。   For this reason, ballast made of concrete, sand, etc. is placed on the upper part of the main girder of the reinforcing girder (excluding the main girder at the upper end) to increase the weight of the door body, but the upper surface of the main girder is covered with ballast. Therefore, maintenance of the main girder cannot be performed.

実用新案登録第3168348号公報Utility Model Registration No. 3168348

本発明は、上記のような従来の問題に鑑みなされたものであって、主桁等のメンテナンスに影響することなく、扉体の重量を増やすことのできるローラ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-described conventional problems, and an object thereof is to provide a roller gate capable of increasing the weight of a door body without affecting the maintenance of a main girder or the like. .

上記のような課題を解決するために、本発明は、以下のような手段を採用している。
すなわち、本発明は、水力発電所の洪水吐口や取水口等の開口を開閉させるローラゲートであって、水圧を受けるスキンプレートと、該スキンプレートの水圧を受ける面と反対側の面に設けられる、主桁と縦桁とを縦横に組み合わせて構成した補強桁とからなり、前記洪水吐口、取水口等の開口に上昇および自重による下降を可能に設けられる扉体と、扉体の左右端に回転自在に設けられるローラと、前記開口を形成する両側壁に設けられるとともに、ローラを回転自在に案内するローラガイドとを備え、前記主桁の上部の複数個所に、少なくとも1枚の重り板からなる重り体を着脱可能に載置させたことを特徴とする。
In order to solve the above problems, the present invention employs the following means.
That is, the present invention is a roller gate that opens and closes an opening such as a flood outlet and a water intake of a hydroelectric power plant, and is provided on a skin plate that receives water pressure and a surface opposite to the surface that receives the water pressure of the skin plate. , Comprising a reinforcing girder composed of a main girder and a vertical girder combined vertically and horizontally, and a door body that can be raised and lowered by its own weight at the opening of the flood outlet, intake port, etc., and left and right ends of the door body A roller provided rotatably, and provided on both side walls forming the opening, and a roller guide for rotatably guiding the roller , and at least one weight plate at a plurality of positions above the main girder The weight body to be mounted is detachably mounted.

本発明のローラゲートによれば、扉体の主桁の上部に少なくとも1枚の重り板からなる重り体を載置させることにより扉体の自重を増やすことができるので、ローラとローラガイドとの間の摩擦力、スキンプレートに作用する水圧等に影響されることなく、扉体を円滑に下降させることができる。また、主桁等のメンテナンスの際には、主桁の上部から重り体の重り板を取り外すことにより、主桁等のメンテナンスを行うことができる。   According to the roller gate of the present invention, the weight of the door body can be increased by placing the weight body made of at least one weight plate on the upper part of the main girder of the door body. The door body can be smoothly lowered without being affected by the frictional force between them, the water pressure acting on the skin plate, or the like. In the maintenance of the main beam and the like, the main beam and the like can be maintained by removing the weight plate of the weight body from the upper part of the main beam.

また、本発明において、前記主桁の上部の複数箇所には、前記重り体を支持する支持軸が設けられていることとしてもよい。   Moreover, in this invention, it is good also as the support shaft which supports the said weight body in the several places of the upper part of the said main girder.

本発明のローラゲートによれば、主桁の上部の重り体を設ける位置を調整することができるので、扉体の重心位置が河川の流れ方向の上流側、下流側、又は河川の幅方向にずれた場合に、そのずれに応じて主桁の上部に設ける重り体の位置を調整することにより、扉体のずれた重心の位置を元に戻すことができ、扉体が河川の上流側、下流側、又は河川の幅方向に傾いて、扉体の上下方向の移動が妨げられるのを防止できる。   According to the roller gate of the present invention, it is possible to adjust the position where the weight body on the upper part of the main girder is provided, so that the center of gravity of the door body is located upstream, downstream, or in the width direction of the river. In case of deviation, the position of the center of gravity of the door body can be restored by adjusting the position of the weight body provided on the upper part of the main girder according to the deviation, the door body is upstream of the river, It is possible to prevent the vertical movement of the door body from being hindered by being inclined in the downstream side or the width direction of the river.

また、本発明において、前記支持軸は、前記主桁の上部に前記主桁の長手方向に所定の間隔ごとに複数箇所に、かつ前記主桁の幅方向に少なくとも1列に設けられていることとしてもよい。   Further, in the present invention, the support shafts are provided at a plurality of locations at predetermined intervals in the longitudinal direction of the main beam and at least in one row in the width direction of the main beam on the main beam. It is good.

本発明のローラゲートによれば、複数の支持軸から重り体を支持する支持軸を選択して、その選択した支持軸の位置に重り体を取り付けることにより、扉体の重心の位置を調整することができる。   According to the roller gate of the present invention, the position of the center of gravity of the door body is adjusted by selecting the support shaft that supports the weight body from the plurality of support shafts and attaching the weight body to the position of the selected support shaft. be able to.

また、本発明において、前記重り板には、前記支持軸を挿通させる切欠き又は挿通孔が設けられ、該切欠き又は該挿通孔内に前記支持軸を挿通させることにより、前記重り板が前記主桁の上部に載置させた状態に支持されることとしてもよい。   Further, in the present invention, the weight plate is provided with a notch or an insertion hole through which the support shaft is inserted, and the weight plate is inserted into the notch or the insertion hole so that the weight plate is inserted into the weight plate. It is good also as being supported in the state mounted in the upper part of the main girder.

本発明のローラゲートによれば、重り板の切欠き又は挿通孔内に支持軸を挿通させることで、重り板が支持軸によって主桁の上部に載置された状態に支持されることになる。   According to the roller gate of the present invention, the weight plate is supported in a state of being placed on the upper portion of the main beam by the support shaft by inserting the support shaft into the notch or the insertion hole of the weight plate. .

また、本発明において、前記重り板は、金属板からなることとしてもよい。   In the present invention, the weight plate may be a metal plate.

本発明のローラゲートによれば、重り板を金属板で構成することにより、コンクリートや砂等のバラストと同等の重量をコンクリートや砂等のバラストよりも小さい体積で扉体に加えることができる。   According to the roller gate of the present invention, by configuring the weight plate with a metal plate, a weight equivalent to that of ballast such as concrete or sand can be added to the door body in a volume smaller than that of ballast such as concrete or sand.

以上、説明したように、本発明のローラゲートによれば、主桁等のメンテナンスに影響することなく、扉体の重量を摩擦力や水圧等によって下降が妨げられない程度に増やすことができる。   As described above, according to the roller gate of the present invention, the weight of the door body can be increased to such an extent that the lowering is not hindered by frictional force, water pressure, or the like without affecting the maintenance of the main beam and the like.

本発明によるローラゲートの一実施の形態を示した概略図である。It is the schematic which showed one Embodiment of the roller gate by this invention. 図1のA−A線に沿って見た断面図である。It is sectional drawing seen along the AA line of FIG. ローラゲートの重心位置の調整方法を示した概略図である。It is the schematic which showed the adjustment method of the gravity center position of a roller gate. ローラゲートの重心位置の調整方法を示した概略図である。It is the schematic which showed the adjustment method of the gravity center position of a roller gate.

以下、図面を参照しながら本発明の実施の形態について説明する。
図1及び図2には、本発明によるローラゲートの一実施の形態が示されている。本実施の形態のローラゲート1は、水力発電所の洪水吐ゲート、取水ゲート等に適用可能なものであって、ローラゲート1の主桁4等のメンテナンスに影響することなく、ローラゲート1の扉体2の重量を調整できるように構成したものである。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 and 2 show an embodiment of a roller gate according to the present invention. The roller gate 1 of the present embodiment can be applied to a spillway gate, a water intake gate, etc. of a hydroelectric power plant, and without affecting the maintenance of the main girder 4 etc. of the roller gate 1, It is configured so that the weight of the door body 2 can be adjusted.

本実施の形態のローラゲート1は、スキンプレート7と、スキンプレート7の裏面側に設けられる、複数の主桁4と縦桁6とを縦横に組み合わせて構成した補強桁3とからなる扉体2と、補強桁3の左右端の縦桁6の外側にそれぞれ回転自在に設けられるローラ8と、主桁4に着脱可能に取り付けられる重り体13と、洪水吐口、取水口等の両側壁16に設けられるとともに、ローラ8を回転自在に案内するローラガイド9と、扉体2を昇降させるウインチ(図示ぜず)とから構成されている。   The roller gate 1 according to the present embodiment includes a skin plate 7 and a door body including a reinforcing girder 3 formed by combining a plurality of main girders 4 and vertical girder 6 vertically and horizontally, which are provided on the back side of the skin plate 7. 2, rollers 8 that are rotatably provided on the outer sides of the vertical beams 6 at the left and right ends of the reinforcing beam 3, weights 13 that are detachably attached to the main beam 4, and both side walls 16 such as a flood outlet and a water intake. And a roller guide 9 that rotatably guides the roller 8 and a winch (not shown) that raises and lowers the door body 2.

スキンプレート7は、鋼板からなるものであって、このスキンプレート7の裏面側にH形鋼等の鋼材から形成される補強桁3の主桁4及び縦桁6が格子状等をなすように縦横に組み合わされた状態で設けられ、スキンプレート7の前面側で河川の上流側からの水圧を受けるようになっている。   The skin plate 7 is made of a steel plate, and the main girder 4 and the vertical girder 6 of the reinforcing girder 3 formed of a steel material such as H-shaped steel are formed on the back side of the skin plate 7 in a lattice shape or the like. It is provided in a state where it is combined vertically and horizontally, and receives the water pressure from the upstream side of the river on the front side of the skin plate 7.

補強桁3の各主桁4(上端の主桁4を除く)のウエブ5の上面5aの複数箇所には、支持軸12が垂直に設けられ、これらの支持軸12によって各主桁4のウエブ5の上面5aに載置させた重り体13が支持され、重り体13が各主桁4のウエブ5の上面5aから脱落するのが防止される。   Support shafts 12 are vertically provided at a plurality of positions on the upper surface 5 a of the web 5 of each main girder 4 (excluding the upper main girder 4) of the reinforcing girder 3, and the web of each main girder 4 is supported by these support shafts 12. The weight body 13 placed on the upper surface 5a of the main body 5 is supported, and the weight body 13 is prevented from falling off from the upper surface 5a of the web 5 of each main girder 4.

支持軸12は棒ネジ等からなるものであって、各主桁4のウエブ5の上部5aに溶接等の手段によって固定されている。支持軸12は、各主桁4のウエブ5の上面5aに直接に固定してもよいし、ウエブ5に設けられている既設の水抜き孔を利用して固定してもよいし、ウエブ5に支持軸12を挿通させる孔を設け、この孔を利用して固定してもよい。   The support shaft 12 is composed of a bar screw or the like, and is fixed to the upper part 5a of the web 5 of each main girder 4 by means such as welding. The support shaft 12 may be fixed directly to the upper surface 5a of the web 5 of each main girder 4, or may be fixed using an existing drain hole provided in the web 5, or the web 5 A hole through which the support shaft 12 is inserted may be provided and fixed using this hole.

支持軸12は、各主桁4のウエブ5の上面5aに長手方向に所定の間隔ごとに複数箇所に、かつ、ウエブ5の幅方向に複数列に設けられている。このように支持軸12を各主桁4のウエブ5の上面5aに配置することにより、重り体13による扉体2の重心の位置の調整幅を広げることができる。   The support shafts 12 are provided on the upper surface 5 a of the web 5 of each main girder 4 at a plurality of locations at predetermined intervals in the longitudinal direction and in a plurality of rows in the width direction of the web 5. Thus, by arranging the support shaft 12 on the upper surface 5a of the web 5 of each main girder 4, the adjustment range of the position of the center of gravity of the door body 2 by the weight body 13 can be widened.

なお、本実施の形態においては、上から2番目と3番目の主桁4のウエブ5の上面5aの中央部に3本の支持軸12を2列(合計6本)に設けているが、4番目と5番目の主桁4のウエブ5の上面5aにも同様の配置で支持軸12を設けてもよい。   In the present embodiment, three support shafts 12 are provided in two rows (6 in total) at the center of the upper surface 5a of the web 5 of the second and third main girders 4 from the top. Support shafts 12 may be provided in a similar arrangement on the upper surface 5a of the web 5 of the fourth and fifth main girders 4.

重り体13は、鋼板からなる重り板14を複数枚重ねて構成したものであって、各主桁4のウエブ5の上面5aの各支持軸12に対応する位置にそれぞれ載置可能に構成されている。重り板14は、四角形板状をなすものであって、中心から一側に延びる切欠き15が設けられ、この切欠き15に各主桁4のウエブ5の上面5aの各支持軸12を挿通させることで、各主桁4のウエブ5の上面5aに載置させた状態に支持されるようになっている。   The weight body 13 is configured by stacking a plurality of weight plates 14 made of steel plates, and is configured to be placed at positions corresponding to the support shafts 12 on the upper surface 5a of the web 5 of each main girder 4. ing. The weight plate 14 has a rectangular plate shape, and is provided with a notch 15 extending from the center to one side, and the support shafts 12 of the upper surface 5a of the web 5 of each main girder 4 are inserted into the notch 15. By doing so, the main girder 4 is supported in a state of being placed on the upper surface 5 a of the web 5.

重り体13の重り板14を鋼板で構成することにより、コンクリート、砂等からなるバラストよりも比重を大きくすることができるので、コンクリート、砂等のバラストよりも小さい容積でコンクリート、砂等のバラストと同様の重量を得ることができる。   By configuring the weight plate 14 of the weight body 13 with a steel plate, the specific gravity can be made larger than the ballast made of concrete, sand, etc., so that the ballast of concrete, sand, etc. has a smaller volume than the ballast of concrete, sand, etc. Similar weight can be obtained.

なお、重り板14は、四角形板状に限らず、円板状等の他の形状に形成してもよい。また、切欠き15の代わりに重り板14の中心部に挿通孔を設け、この挿通孔内に支持軸12を挿通させるように構成してもよい。また、重り板14は、鋼板に限らず、銅、鉛等の比重の大きい金属で形成してもよい。   The weight plate 14 is not limited to a rectangular plate shape, and may be formed in other shapes such as a disk shape. Further, an insertion hole may be provided in the center of the weight plate 14 instead of the notch 15, and the support shaft 12 may be inserted into the insertion hole. The weight plate 14 is not limited to a steel plate, and may be formed of a metal having a large specific gravity such as copper or lead.

補強桁3の上端の主桁4には、ウインチ(図示せず)から繰り出されたワイヤロープ11が連結され、ウインチを作動させてワイヤロープ11を上下方向に移動させることにより扉板2を昇降させることができ、洪水吐口、取水口等の開口17を扉板2で開閉させることができる。   A wire rope 11 fed from a winch (not shown) is connected to the main girder 4 at the upper end of the reinforcing girder 3, and the door plate 2 is moved up and down by operating the winch and moving the wire rope 11 up and down. The door plate 2 can open and close the openings 17 such as a flood outlet and a water intake.

そして、上記のように構成した本実施の形態のローラゲート1の扉体2の各主桁4のウエブ5の上面5aの各支持軸12に対応する位置に、所定の枚数の重り板14からなる重り体13をそれぞれ載置させて、各重り体13の各重り板14の切欠き15がスキンプレート7側を向くように、各重り板14の切欠き15に各支持軸12を挿通させることで、各重り体13の各重り板14を各主桁4のウエブ5の上面5aに載置させた状態に支持する。この場合、重り体13の上端の重り板14から上方に突出している支持軸12の部分にナット(図示せず)を螺合させて締め付けることにより、重り体13を固定するように構成してもよい。   From a predetermined number of weight plates 14 at positions corresponding to the support shafts 12 on the upper surface 5a of the web 5 of each main beam 4 of the door 2 of the roller gate 1 of the present embodiment configured as described above. Each weight body 13 is placed, and each support shaft 12 is inserted into the notch 15 of each weight plate 14 so that the notch 15 of each weight plate 14 of each weight body 13 faces the skin plate 7 side. Thus, each weight plate 14 of each weight body 13 is supported in a state where it is placed on the upper surface 5 a of the web 5 of each main girder 4. In this case, the weight body 13 is fixed by screwing and tightening a nut (not shown) to a portion of the support shaft 12 protruding upward from the weight plate 14 at the upper end of the weight body 13. Also good.

これにより、扉体2の自重に重り体13の重量を加えて扉体2の重量を増加させることができるので、扉体2を下降させて洪水吐口、取水口等の開口17を閉じる場合に、ローラ8とローラガイド9との間の摩擦力、スキンプレート7の前面に作用する河川の上流側からの水圧等の影響を受けることなく、扉体2を円滑に下降させることができる。   Thereby, since the weight of the weight body 13 can be added to the dead weight of the door body 2 and the weight of the door body 2 can be increased, when the door body 2 is lowered and the openings 17 such as the flood outlet and the intake port are closed. The door body 2 can be smoothly lowered without being affected by the frictional force between the roller 8 and the roller guide 9, the water pressure from the upstream side of the river acting on the front surface of the skin plate 7, and the like.

また、扉体2の主桁4等のメンテナンスの際には、扉体2を上昇させた状態で、各主桁4のウエブ5の上面5aから重り体13を取り外すことにより、各主桁4のウエブ5の上面5aを露出させることができるので、各主桁4のメンテナンス等を行うことが可能となる。   Further, during maintenance of the main girder 4 and the like of the door body 2, each main girder 4 is removed by removing the weight body 13 from the upper surface 5 a of the web 5 of each main girder 4 with the door body 2 raised. Since the upper surface 5a of the web 5 can be exposed, the maintenance and the like of each main girder 4 can be performed.

また、図3に示すように、扉体2の重心位置が河川の上流側(Y1方向)にずれた場合には、各主桁4のウエブ5の手前側に重り体13を載置させて、扉体2の手前側に重量を加えることにより、河川の上流側(Y1方向)にずれた重心位置を河川の下流側(Y2方向)に移動させることができるので、扉体2が河川の上流側(Y1方向)に傾いて扉体2の上下動が鈍くなるのを防止でき、扉体2を円滑に上下動させることができる。
なお、図3においては、奥側の支持軸12の図示を省略している。
Also, as shown in FIG. 3, when the center of gravity of the door body 2 is shifted to the upstream side (Y1 direction) of the river, the weight body 13 is placed on the front side of the web 5 of each main girder 4. By adding weight to the front side of the door 2, the center of gravity shifted to the upstream side (Y1 direction) of the river can be moved to the downstream side (Y2 direction) of the river. It is possible to prevent the vertical movement of the door body 2 from becoming slanted toward the upstream side (Y1 direction), and to smoothly move the door body 2 up and down.
In addition, in FIG. 3, illustration of the back side support shaft 12 is abbreviate | omitted.

また、図4に示すように、扉体2の重心位置が河川の下流側(Y2方向)にずれた場合には、各主桁4のウエブ5の奥側に重り体13を載置させて、扉体2の奥側に重量を加えることにより、河川の下流側(Y2方向)にずれた重心位置を河川の上流側(Y1方向)に移動させることができるので、扉体2が河川の下流側(Y2方向)に傾いて扉体2の上下動が鈍くなるのを防止でき、扉体2を円滑に上下動させることができる。
なお、図4においては、手前側の支持軸12の図示を省略している。
As shown in FIG. 4, when the center of gravity of the door body 2 is shifted to the downstream side (Y2 direction) of the river, the weight body 13 is placed on the back side of the web 5 of each main girder 4. By adding weight to the back side of the door body 2, the center of gravity shifted to the downstream side (Y2 direction) of the river can be moved to the upstream side (Y1 direction) of the river. It is possible to prevent the vertical movement of the door body 2 from being slanted toward the downstream side (Y2 direction) and to smoothly move the door body 2 up and down.
In FIG. 4, illustration of the support shaft 12 on the near side is omitted.

また、図示はしないが、扉体2の重心位置が河川の幅方向にずれた場合には、各主桁4のウエブ5の各列の重り体13の重量を左右で異なるように調整することにより、扉体2の重心位置をずれた方向と反対方向に移動させることができるので、扉体2が河川の幅方向に傾いて扉体2の上下動が鈍くなるのを防止でき、扉体2を円滑に上下動させることができる。   Although not shown, when the center of gravity of the door body 2 is shifted in the width direction of the river, the weight of the weight body 13 in each row of the web 5 of each main girder 4 is adjusted to be different on the left and right. Thus, the center of gravity of the door body 2 can be moved in a direction opposite to the direction in which the door body 2 is displaced. Therefore, it is possible to prevent the door body 2 from being inclined in the river width direction and the vertical movement of the door body 2 from becoming dull. 2 can be smoothly moved up and down.

上記のように構成した本実施の形態のローラゲート1にあっては、扉体2の各主桁4のウエブ5の上面5aに重り体13を着脱可能に載置させるように構成したので、扉体2の主桁4等のメンテナンスを行う場合に、重り体13を各主桁4のウエブ5の上面5aから取り外すことにより、主桁4等のメンテナンスを行うことができる。   In the roller gate 1 of the present embodiment configured as described above, since the weight body 13 is detachably mounted on the upper surface 5a of the web 5 of each main beam 4 of the door body 2, When performing maintenance of the main girder 4 and the like of the door body 2, the main girder 4 and the like can be maintained by removing the weight body 13 from the upper surface 5 a of the web 5 of each main girder 4.

また、扉体2の重心の位置が河川の上流方向(Y1方向)、下流方向(Y2方向)、河川の幅方向にずれた場合に、扉体2の各主桁4のウエブ5の上面5aに載置させる重り体13の位置、又は左右のバランスを調整することにより、重心の位置のずれを直すことができるので、扉体2が河川の上流方向(Y1方向)、下流方向(Y2方向)、河川の幅方向に傾いて、扉体2の上下動が鈍くなるのを防止でき、扉体2を円滑に上下動させることができる。   Further, when the position of the center of gravity of the door body 2 is shifted in the upstream direction (Y1 direction), the downstream direction (Y2 direction) of the river, and the width direction of the river, the upper surface 5a of the web 5 of each main girder 4 of the door body 2. The position of the center of gravity can be corrected by adjusting the position of the weight body 13 to be placed on the left side or the balance between the left and right sides, so that the door body 2 is located in the upstream direction (Y1 direction) and downstream direction (Y2 direction) of the river. ), It is possible to prevent the vertical movement of the door body 2 from being slanted in the width direction of the river, and to smoothly move the door body 2 up and down.

1 ローラゲート
2 扉体
3 補強桁
4 主桁
5 ウエブ
5a 上面
6 縦桁
7 スキンプレート
8 ローラ
9 ローラガイド
11 ワイヤロープ
12 支持軸
13 重り体
14 重り板
15 切欠き
16 側壁
17 開口
DESCRIPTION OF SYMBOLS 1 Roller gate 2 Door body 3 Reinforcement girder 4 Main girder 5 Web 5a Upper surface 6 Vertical girder 7 Skin plate 8 Roller 9 Roller guide 11 Wire rope 12 Support shaft 13 Weight body 14 Weight plate 15 Notch 16 Side wall 17 Opening

Claims (5)

水力発電所の洪水吐口や取水口等の開口を開閉させるローラゲートであって、
水圧を受けるスキンプレートと、該スキンプレートの水圧を受ける面と反対側の面に設けられる、主桁と縦桁とを縦横に組み合わせて構成した補強桁とからなり、前記洪水吐口、取水口等の開口に上昇および自重による下降を可能に設けられる扉体と、扉体の左右端に回転自在に設けられるローラと、前記開口を形成する両側壁に設けられるとともに、ローラを回転自在に案内するローラガイドとを備え、
前記主桁の上部の複数個所に、少なくとも1枚の重り板からなる重り体を着脱可能に載置させたことを特徴とするローラゲート。
A roller gate that opens and closes the openings of flood outlets and intakes of hydroelectric power plants,
It consists of a skin plate that receives water pressure and a reinforcing girder that is formed on the surface opposite to the surface that receives the water pressure of the skin plate, and is composed of a main girder and a vertical girder combined vertically and horizontally, such as the flood outlet, intake port, etc. A door body that can be raised and lowered by its own weight, a roller that is rotatably provided at the left and right ends of the door body, and a roller that is provided on both side walls forming the opening and that rotatably guides the roller. With a roller guide ,
A roller gate characterized in that a weight body composed of at least one weight plate is detachably mounted at a plurality of positions above the main girder.
前記主桁の上部の複数箇所には、前記重り体を支持する支持軸が設けられていることを特徴とする請求項1に記載のローラゲート。   2. The roller gate according to claim 1, wherein a support shaft that supports the weight body is provided at a plurality of locations above the main girder. 前記支持軸は、前記主桁の上部に前記主桁の長手方向に所定の間隔ごとに複数箇所に、かつ前記主桁の幅方向に少なくとも1列に設けられていることを特徴とする請求項2に記載のローラゲート。   The support shafts are provided at a plurality of locations at predetermined intervals in the longitudinal direction of the main girder and at least in one row in the width direction of the main girder on the main girder. 2. The roller gate according to 2. 前記重り板には、前記支持軸を挿通させる切欠き又は挿通孔が設けられ、該切欠き又は該挿通孔内に前記支持軸を挿通させることにより、前記重り板が前記主桁の上部に載置された状態に支持されることを特徴とする請求項2又は3に記載のローラゲート。   The weight plate is provided with a notch or an insertion hole through which the support shaft is inserted, and the weight plate is mounted on the upper part of the main beam by inserting the support shaft into the notch or the insertion hole. The roller gate according to claim 2, wherein the roller gate is supported in a placed state. 前記重り板は、金属板からなることを特徴とする請求項1〜4の何れか1項に記載のローラゲート。   The roller gate according to claim 1, wherein the weight plate is made of a metal plate.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101789767B1 (en) * 2017-06-13 2017-10-26 대한민국(해양수산부 인천지방해양수산청장) A stop log of flip type

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