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JP4400916B2 - Pneumatic undulation gate - Google Patents
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JP4400916B2 - Pneumatic undulation gate - Google Patents

Pneumatic undulation gate Download PDF

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JP4400916B2
JP4400916B2 JP2004009967A JP2004009967A JP4400916B2 JP 4400916 B2 JP4400916 B2 JP 4400916B2 JP 2004009967 A JP2004009967 A JP 2004009967A JP 2004009967 A JP2004009967 A JP 2004009967A JP 4400916 B2 JP4400916 B2 JP 4400916B2
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steel plate
door body
plate
air bag
lower steel
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JP2005200988A (en
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章雄 飯田
祥雄 飯田
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この発明は、水路の底部に設けた回転中心によって扉体が自在に起立または倒伏を行なうことにより、水路の流水を堰上げまたは放流する目的で使用される起伏ゲートの一種で、鋼板製の扉体の下流側根元部に位置する枕状の空気袋に陸上の空気操作装置から空気管を接続して圧縮空気を送入すれば、空気袋が膨張して扉体を起立させ、逆に空気袋から圧力を有する空気を排出すれば、空気袋が平らに収縮して扉体が倒伏するようにした空圧式起伏ゲートであり、上流側の縁をアンカーボルトと押え板とによって水路の底部に固定したゴム引布製の繋留板の下流側の縁に扉体の上流面下端部を固定取付けして、扉体を起伏自在に水路の底部に繋留した形式の空圧式起伏ゲートに関するものである。 This invention is a type of undulation gate used for the purpose of hoisting or discharging water flowing in a water channel by allowing the door body to stand up or lie down freely by a rotation center provided at the bottom of the water channel, and is a steel plate door. If compressed air is fed into a pillow-shaped air bag located at the base of the body on the downstream side from an air operating device on land, the air bag expands and the door body rises. It is a pneumatic hoisting gate in which the air bag shrinks flatly when the air with pressure is discharged from the bag so that the door body falls down, and the upstream edge is anchored to the bottom of the water channel by anchor bolts and presser plates. The present invention relates to a pneumatic hoisting gate of the type in which the lower end of the upstream surface of the door body is fixedly attached to the downstream edge of the anchoring plate made of rubberized cloth, and the door body is tethered to the bottom of the water channel so that it can be raised and lowered.

この形式の空圧式起伏ゲートは、水路底の軸受に扉体の軸受を回転軸によって起伏自在に結合する形式の起伏ゲートと比較して扉体、戸当りともに加工度が低く、据付作業も容易で経済性に優れている。
また、扉体の下流側根元部に位置して枕状に扉体を支持する空気袋は、ゲートの幅全体に分散して荷重を支持するので扉体は水圧荷重等によって、上端と下端で零であり、空気袋で支持される範囲の内において最大となる縦方向の曲げモーメントに対抗するための曲げ剛性が主たる強度上の必要条件である。したがって扉体は、鋼板あるいは鋼板の上流面に流れの方向に細長い鋼板を溶接取付けしたリブ付きの鋼板等の簡単な構造で充分である。
This type of pneumatic undulation gate has a lower degree of processing on both the door body and the door, and is easier to install than a undulation gate of the type in which the bearing of the door body is connected to the bearing at the bottom of the waterway by a rotating shaft. It is economical.
In addition, the air bag that supports the door body in a pillow shape located at the base of the downstream side of the door body distributes the entire width of the gate to support the load. The principal strength requirement is bending stiffness to counter the vertical bending moment that is zero and is the largest within the range supported by the bladder. Therefore, the door body may be a simple structure such as a steel plate or a ribbed steel plate in which an elongated steel plate is welded to the upstream surface of the steel plate in the flow direction.

しかしこの形式の空圧式起伏ゲートにおいては、空気袋を膨張させ続けると扉体は起立を続け、やがてその重心が繋留板の固定位置を越えて上流側に移動するため、空気袋を収縮させても扉体が倒伏して来ない不具合が発生する。
そこで、空気袋の下流側でコンクリートに設置したアンカーボルトと押え板とで一端を固定したゴム引布製の引留帯の他端を扉体の下流面の空気袋が接触するより上の適当な位置にボルトと押え板とで固定することにより、扉体が所定の姿勢まで起立したときにはこの引留帯に作用する張力によって扉体が停止するようにするのである。
さらに、この形式の空圧式起伏ゲートにおいては、ゴム引布製の空気袋と引留帯は流下する流木や転石によって損傷を受けるので鋼板製の扉体の下に常に保護されるよう構成する必要がある。
特にありません
However, in this type of pneumatic undulation gate, if the air bag is kept inflating, the door body will continue to stand up, and the center of gravity will eventually move upstream beyond the anchoring plate fixing position. However, there is a problem that the door body does not fall down.
Therefore, an appropriate position above the air bag on the downstream surface of the door body is in contact with the other end of the rubber-stretch cloth retaining band, which is fixed at one end with anchor bolts and presser plates installed on the concrete downstream of the air bag. By fixing with a bolt and a presser plate, when the door body stands up to a predetermined posture, the door body is stopped by the tension acting on the retaining band.
Furthermore, in this type of pneumatic undulation gate, the air bag made of rubberized cloth and the retaining band are damaged by the flowing driftwood and rolling stones, so it is necessary to be configured to be always protected under the steel plate door body. .
Nothing in particular

ところで、この空気袋と引留帯とが常に鋼板製の扉体の下に保護される状態で起伏ゲートが起立、倒伏するという条件は簡単なことではなく、空気袋の大きさと引留帯の取付位置の調整は設計者が常に苦労をする作業である。
空圧式起伏ゲートにおいて、空気袋は大きい方が荷重を支持するために必要な内部の空気圧が低い値で充分となるから、空気袋を構成するゴム引布の補強層数は少なく、製造が容易で安価であり、また閉じて製造する3辺の折返し部の半径も小さいから、扉体倒伏時に扉体の下部で基礎コンクリートの上側に確保すべき空気袋の格納スペースも小さくてよく、有利である。
By the way, the condition that the undulation gate rises and falls in a state where the air bag and the detention belt are always protected under the steel plate door body is not simple, the size of the air bag and the attachment position of the detention belt This adjustment is a task that designers always struggle with.
For pneumatic undulation gates, the larger the air bag, the lower the internal air pressure required to support the load, and the lower value is sufficient. It is inexpensive, and the radius of the folded part of the three sides to be closed is small, so the storage space for the air bag to be secured on the upper side of the foundation concrete at the bottom of the door body when lying down is advantageous. is there.

ところが空気袋が大きくなり過ぎると、空気袋より下流側に配置する引留帯が長くなり過ぎて、倒伏時に引留帯の一部が扉体の下部より下流方向に出てしまう不具合が発生する。また引留帯の扉体下流面に取付ける位置を空気袋に近くし過ぎると、倒伏時に引留帯の扉体取付部が空気袋の一部を押し潰して損傷させるという不具合が発生する。すなわち、適当な内部圧力が可能となる空気袋の大きさと引留帯の長さは相互に阻害しあう関係にあるから、空気袋の適当な大きさを選択して空気袋と引留帯を調和させて扉体の懐に納めることは設計上の重要課題である。
特に有効高が0.8m以下の場合、ならびに3.0m以上の場合には空気袋の適当な大きさを選定できない事例が発生する。
したがって、空圧式起伏ゲートの応用範囲を拡大するためには、この空気袋と引留帯とが常に鋼板製の扉体の下に保護される状態を確保する技術が求められていた。
加えて、鋼板製の扉体の上流面の下端に添う位置に繋留板を取付けした場合、繋留板と押え板の厚が扉体上流面より40mmから80mmと大きく突起するので、流下する水が波立ったり繋留板の固定部が損傷を受けやすいという問題点も解決されなかった。
However, if the air bag becomes too large, the retaining band disposed on the downstream side of the air bag becomes too long, and a problem occurs in which a part of the retaining band comes out downstream from the lower portion of the door body when lying down. Further, if the position of attachment to the door downstream side of the retaining band is too close to the air bag, there will be a problem that the door body attaching part of the retaining band crushes and damages part of the air bag when lying down. In other words, since the size of the air bag and the length of the retaining band that allow an appropriate internal pressure are mutually intertwined, the appropriate size of the air bag is selected to harmonize the air bag and the retaining band. It is an important design issue to fit in the door pocket.
In particular, when the effective height is 0.8 m or less, and when the effective height is 3.0 m or more, there are cases where an appropriate size of the air bag cannot be selected.
Therefore, in order to expand the application range of the pneumatic undulation gate, there has been a demand for a technique for ensuring that the air bag and the retaining band are always protected under the door made of steel plate.
In addition, when the tether plate is attached at a position that follows the lower end of the upstream surface of the steel plate door body, the thickness of the tether plate and the holding plate protrudes from 40 mm to 80 mm larger than the upstream surface of the door body, so that the water that flows down The problem that the undulation and the fixing part of the tether were easily damaged was not solved.

この発明の空圧式起伏ゲートにおいては、この問題を解決するために、上部の鋼板と下部の鋼板を少しずらして結合した鋼板製の扉体を採用した。すなわち、繋留板を上流面の下端に沿ってボルトと押え板とによって固定した下部鋼板を扉体の必要高の途中にて止め、その上流面に扉体の必要高まで延長する上部鋼板を重ねて両者を1体に結合し、全体として荷重による曲げモーメント等に耐える強度を有するようにした上で、下部鋼板に引留帯の取付部と同等の厚を与えつつ、引留帯を上部鋼板の下部鋼板の上端の直ぐ上の部分に取付けることにした。 In order to solve this problem, the pneumatic undulation gate according to the present invention employs a steel plate door body in which the upper steel plate and the lower steel plate are coupled with a slight shift. That is, the lower steel plate fixed with the anchor plate by the bolt and the holding plate along the lower end of the upstream surface is stopped in the middle of the required height of the door body, and the upper steel plate extending to the required height of the door body is stacked on the upstream surface. The two are combined into a single body, and the strength is such that it can withstand the bending moment caused by the load as a whole. It was decided to attach to the part just above the upper end of the steel plate.

このようにすれば、倒伏時下部鋼板の下流面に押されて平らな四辺形に収縮した空気袋が、引留帯の扉体取付部に直接押し潰されることがないので、従来より大きい空気袋の採用が可能となり、扉体の有効高の最小を0.3m程度まで下げ、最大を4m程度まで上げることが可能となった。 In this way, since the air bag which is pushed by the downstream surface of the lower steel plate when collapsed and shrunk into a flat quadrilateral is not directly crushed by the door body attachment part of the detention belt, a larger air bag than before It became possible to reduce the minimum effective height of the door to about 0.3 m and raise the maximum to about 4 m.

加えて、繋留板の取付部の下部鋼板の上流面に対する突起は、上部鋼板の厚だけ緩和されるから、上部鋼板の厚を繋留板の扉体取付部の厚と同等とすれば、倒伏時に流下する水がこの部分で波立ったり、水とともに流下する転石等により繋留板の扉体取付部が損傷する危険も軽減するのである。 In addition, the protrusion on the upstream surface of the lower steel plate of the attachment part of the tether plate is alleviated by the thickness of the upper steel plate, so if the thickness of the upper steel plate is equal to the thickness of the door body attachment part of the tether plate, This also reduces the risk that the flowing water rips in this part, or that the door body mounting portion of the tether plate is damaged by the rolling stones that flow with the water.

ところで、下部鋼板、上部鋼板とも上記説明通りの構造上必要な厚の鋼板を使用した場合、強度的には過大な強度を有する扉体となるが重量もまた非常に大きくなり、不経済であるばかりでなく取扱いも不自由である。
そこで、大形の扉体では上部鋼板の厚を減じて軽量化を図ることにした。
すなわち、下部鋼板の上流面の繋留板取付部の直ぐ上から扉体天端に到る細長い鋼板を下部鋼板の上流面に直角の姿勢で流水の方向に溶接取付けして縦リブとし、強度上必要な厚の上部鋼板を必要位置にて縦リブによって幅方向の寸法を分割された状態で縦リブに溶接取付すると同時に、下部鋼板の上端と上部鋼板の下端において両者を連結する縦リブと直交する細長い鋼板を配置して、横リブとするのである。
その結果、扉体断面は縦方向断面においては、下部鋼板と上部鋼板ならびに横リブとによる箱形断面であり、横方向断面においては、下部鋼板と上部鋼板ならびに縦リブとによる連続する箱型断面であるから中空となった分だけ扉体が軽量化するのである。
By the way, when both the lower steel plate and the upper steel plate have the structurally necessary thickness as described above, the door body has excessive strength in terms of strength, but the weight is also very large, which is uneconomical. Not only is handling difficult.
Therefore, we decided to reduce the weight of the large door by reducing the thickness of the upper steel plate.
That is, a long steel plate that extends from just above the tether plate mounting portion on the upstream surface of the lower steel plate to the top edge of the door body is welded and attached in the direction perpendicular to the upstream surface of the lower steel plate in the direction of running water to form a vertical rib. The upper steel plate of the required thickness is welded and attached to the vertical rib with the vertical ribs divided in the width direction at the required position, and at the same time, perpendicular to the vertical rib connecting the two at the upper end of the lower steel plate and the lower end of the upper steel plate A long and narrow steel plate is arranged to form a transverse rib.
As a result, the door cross section is a box-shaped cross section with a lower steel plate, an upper steel plate and a horizontal rib in the vertical cross section, and a continuous box cross section with the lower steel plate, the upper steel plate and the vertical rib in the horizontal cross section. Therefore, the door is lightened by the amount that is hollow.

以下、この発明に係る空圧式起伏ゲートの実施の形態を、図面に基いて詳細に説明する。
図1、図2、図3、図4ならびに図5は、この発明の空圧式起伏ゲートの1実施例を示すものであり、図1は空圧式起伏ゲートの背面図、図2は断面図でともに起立状態を示し、図3は断面図で倒伏状態を示し、図4は扉体の説明図であり、図5は空気袋の説明図である。
Embodiments of a pneumatic undulation gate according to the present invention will be described below in detail with reference to the drawings.
1, FIG. 2, FIG. 3, FIG. 4 and FIG. 5 show one embodiment of the pneumatic undulation gate of the present invention, FIG. 1 is a rear view of the pneumatic undulation gate, and FIG. 2 is a sectional view. FIG. 3 is a sectional view showing a lying state, FIG. 4 is an explanatory view of a door body, and FIG. 5 is an explanatory view of an air bag.

図1、図2および図3において、断面が長方形の水路の底のコンクリートの上面1に、水路を横断して並べたアンカーボルト2が主押え板3によって、3辺が閉じ1辺が開いた平らな長方形に製作したゴム引布製の空気袋4の開いた辺の縁5,6ならびにゴム引布製の繋留板7の上流の縁8の3枚を一緒に、水路底のコンクリートの上面1に押し付けることによって、空気袋4の開いた辺を密閉すると同時に、空気袋4と繋留板7を水路底に固定する。
なお、断面が長方形の水路の底を横断して並べて設置したアンカーボルトの代りに、水路の底を横断して設置したアンカー金物に並べて設置しためねじにねじ込むボルトによって主押え板を繋留板と空気袋の開いた辺に対して強く押え付けることによって、空気袋の開いた辺を密閉しつつ、空気袋と繋留板を水路底のコンクリートの上面に固定することもできる。
1, 2, and 3, anchor bolts 2 arranged across the water channel on the concrete upper surface 1 at the bottom of the water channel having a rectangular cross section are closed by the main presser plate 3 and three sides are closed and one side is opened. Three of the edges 5 and 6 of the open side of the air bag 4 made of rubberized cloth made into a flat rectangle and the upstream edge 8 of the anchoring plate 7 made of rubberized cloth are joined together on the top surface 1 of the concrete at the bottom of the channel. By pressing, the open side of the air bag 4 is sealed, and at the same time, the air bag 4 and the anchoring plate 7 are fixed to the bottom of the water channel.
Instead of anchor bolts installed side by side across the bottom of a channel with a rectangular cross section, the main presser plate and tether plate are installed by bolts that are installed on anchor hardware installed across the bottom of the channel. By pressing firmly against the open side of the air bag, the air bag and the anchoring plate can be fixed to the upper surface of the concrete at the bottom of the water channel while sealing the open side of the air bag.

この空気袋4の開いた辺の下方のゴム引布の縁5の端には、樹脂製のロッド9によって補強繊維の折曲半径が過小とならないように保護した縁端の折返し定着部10があり、水路底のコンクリートの上面1の上流側にある溝状部分の下流側の角11に掛かって、縁5が作用する張力によって所定の位置から引抜かれないようにする。 At the end of the edge 5 of the rubberized cloth below the open side of the air bag 4, there is a folded back fixing portion 10 at the edge which is protected by a resin rod 9 so that the bending radius of the reinforcing fiber is not too small. Yes, it is hung on the corner 11 on the downstream side of the groove-like portion on the upstream side of the upper surface 1 of the concrete at the bottom of the water channel so that it is not pulled out from a predetermined position by the tension acting on the edge 5.

また繋留板7の上流の縁8の端には、樹脂製のロッド12によって補強繊維の折曲半径が過小とならないように保護した縁端の折返し定着部13があり、主押え板3の上流側の縁の角14に掛かって、繋留板7が作用する張力によって所定の位置から引抜かれないようにする。 Further, at the end of the upstream edge 8 of the anchoring plate 7, there is an edge fixing portion 13 which is protected by a resin rod 12 so that the bending radius of the reinforcing fiber is not too small, and upstream of the main presser plate 3. It hangs on the corner 14 of the side edge so that it is not pulled out from a predetermined position by the tension acting on the anchoring plate 7.

同時に、空気袋4の開いた辺の上方のゴム引布の縁6の端には、樹脂製のロッド15によって補強繊維の折曲半径が過小とならないように保護した縁端の折返し定着部16があり、繋留板7の上流側の縁8の端にある折返し定着部13の上流側17に掛かって、縁6が作用する張力によって所定の位置から引抜かれないようにする。
すなわち、繋留板7の上流の縁8と空気袋4の上方の縁6は、主押え板3とアンカーボルト2によって所定の位置から引抜かれないようになる。
At the same time, at the edge of the edge 6 of the rubberized cloth above the open side of the air bag 4, the edge folding and fixing portion 16 protected by a resin rod 15 so that the bending radius of the reinforcing fiber is not excessively small. It is hung on the upstream side 17 of the folded fixing portion 13 at the end of the edge 8 on the upstream side of the anchoring plate 7 and is not pulled out from a predetermined position by the tension applied by the edge 6.
That is, the upstream edge 8 of the anchoring plate 7 and the upper edge 6 of the air bladder 4 are not pulled out from a predetermined position by the main presser plate 3 and the anchor bolt 2.

このように構成した上で、アンカーボルト2にねじ込むナット47によって主押え板3を、繋留板7と空気袋4の開いた辺の2枚の合計3枚のゴム引布に強く押し付けることにより、空気袋4の開いた辺を密閉しつつ、空気袋4と繋留板7を水路底のコンクリートの上面1に固定する。 After being configured in this way, the main presser plate 3 is strongly pressed by the nut 47 screwed into the anchor bolt 2 against a total of three rubberized cloths of the tether plate 7 and the open side of the air bag 4. The air bag 4 and the tether plate 7 are fixed to the concrete upper surface 1 at the bottom of the water channel while sealing the open side of the air bag 4.

次に、繋留板7の下流側の縁18を鋼板製の扉体の下部鋼板19の上流面の半円形断面の下端20に添う位置に押え板21とボルト22によって固定し、鋼板製の扉体を繋留板7によって水路底のコンクリートの上面1に起伏自在に繋留する。
この場合も繋留板7の下流の縁18の縁端には、樹脂製のロッド23によって補強繊維の折曲半径が過小とならないように保護した縁端の折返し定着部24があり、繋留板7が作用する張力によって所定の位置から引抜かれないようにする。
Next, the edge 18 on the downstream side of the tether plate 7 is fixed to a position following the lower end 20 of the semicircular cross section of the upstream surface of the lower steel plate 19 of the steel plate door by the presser plate 21 and the bolt 22, and the steel plate door The body is tethered to the upper surface 1 of the concrete at the bottom of the water channel by a tether plate 7 so as to be raised and lowered.
Also in this case, at the edge of the downstream edge 18 of the anchoring plate 7, there is a folded fixing portion 24 at the edge protected by the resin rod 23 so that the bending radius of the reinforcing fiber is not too small. So that it cannot be pulled out from a predetermined position due to the tension applied by.

このように構成すれば、鋼板製の扉体の下部鋼板19の下端20は空気袋4の主押え板3の下流側の縁に添う位置において空気袋4の上に載った状態となるので、空気袋4が膨張すれば下部鋼板19によって、鋼板製の扉体全体が起立し、逆に空気袋4が平らに収縮すれば鋼板製の扉体が倒伏することになる。 If comprised in this way, since the lower end 20 of the lower steel plate 19 of the steel plate door body will be in a state of being placed on the air bag 4 at a position along the downstream edge of the main presser plate 3 of the air bag 4, If the air bag 4 expands, the lower steel plate 19 causes the entire steel plate door body to stand up. Conversely, if the air bag 4 contracts flatly, the steel plate door body will fall down.

図4に示すように、鋼板製の扉体は、半円形断面の下端20に添う位置の上流側の面に繋留板7を固定するボルト22に合わせた雌ねじ48を有し、堰幅より少し小さい幅方向の寸法と、ゲートが起立倒伏するに際して扉体を支持する空気袋4が接触する範囲内で上方へ平面のまま延長した下部鋼板19ならびに、下部鋼板19の上流側の面にその下流側の面を接触させつつ上方に伸び、途中より折曲り部26を経て扉体の天端高を得るのに必要な位置に至る上部鋼板25によって構成されている。
そして下部鋼板19と上部鋼板25とは、その接触面の縁において溶接により接合されて1体となり、水圧荷重等による曲げモーメントに対抗できるようになっている。
As shown in FIG. 4, the steel plate door body has a female screw 48 fitted to the bolt 22 that fixes the anchoring plate 7 on the upstream surface at a position following the lower end 20 of the semicircular cross section, and is slightly smaller than the weir width. The lower steel plate 19 extended in a flat plane upward within the range of contact with the air bag 4 that supports the door body when the gate rises and falls, and the downstream surface of the lower steel plate 19 on the upstream side of the lower steel plate 19 The upper steel plate 25 extends upward while contacting the side surface, and reaches the position necessary to obtain the top end height of the door body through the bent portion 26 from the middle.
The lower steel plate 19 and the upper steel plate 25 are joined together by welding at the edge of the contact surface, and can resist a bending moment caused by a hydraulic load or the like.

また下部鋼板19の上端付近には引留帯27を固定するための切除部28があり、上部鋼板25のその部分には引留帯27を取付けるボルト29のための雌ねじ30がある。 Further, a cutout portion 28 for fixing the retaining band 27 is provided near the upper end of the lower steel plate 19, and a female screw 30 for a bolt 29 for attaching the retaining band 27 is provided at that portion of the upper steel plate 25.

この引留帯27は充分な強度を有するゴム引布製であり、水路の底の空気袋4より下流の適当な位置のコンクリートの上面31に設置したアンカーボルト45と押え板46で一端をコンクリートの上面31に固定し、他端を鋼板製の扉体の上部鋼板25の下部鋼板19の上端付近の引留帯27の固定のための切除部28の位置にボルト29と押え板32で固定することにより、扉体が所定の姿勢まで起立した時には、この引留帯27に作用する張力により停止するようにする。 The retaining band 27 is made of a rubber-stretched cloth having sufficient strength, and is anchored at one end by an anchor bolt 45 and a pressing plate 46 placed on the upper surface 31 of the concrete at an appropriate position downstream of the air bag 4 at the bottom of the water channel. The other end is fixed with a bolt 29 and a presser plate 32 at the position of the cut-out portion 28 for fixing the retaining band 27 in the vicinity of the upper end of the lower steel plate 19 of the upper steel plate 25 of the steel plate door body. When the door body stands up to a predetermined posture, it is stopped by the tension acting on the retaining band 27.

この引留帯27においても、その端部には樹脂製のロッド33により補強繊維の折曲半径が過小とならないように保護した補強繊維の折返し定着部34があって、引留帯27が作用する張力によって所定の位置から引抜かれないようにする。 The retaining band 27 also has a reinforcing fiber folding fixing portion 34 protected at its end by a resin rod 33 so that the bending radius of the reinforcing fiber is not excessively small, and the tension at which the retaining band 27 acts. To prevent it from being pulled out from a predetermined position.

この引留帯27の鋼板製の扉体の上部鋼板25への取付部の引留帯27と押え板32の厚は、下部鋼板19の厚より大きくないよう両者の寸法を勘案しているので、図3に示すように、倒伏時に空気袋4が引留帯27の固定部に押し潰され損傷を受けることがない。
同様に引留帯27のコンクリートの上面31への固定部は、周囲より引留帯27と押え板46の厚の分だけ下げてあるので、図3に示すように倒伏時に空気袋4が引留帯27の固定部に押し潰されて損傷を受けることがない。
Since the thickness of the retaining band 27 and the holding plate 32 of the attaching portion of the retaining band 27 to the upper steel plate 25 of the steel plate door is not larger than the thickness of the lower steel plate 19, both dimensions are taken into consideration. As shown in FIG. 3, the air bag 4 is not crushed by the fixing portion of the retaining band 27 and damaged when lying down.
Similarly, the fixing portion of the retaining band 27 to the concrete upper surface 31 is lowered from the surroundings by the thickness of the retaining band 27 and the holding plate 46. Therefore, as shown in FIG. It will not be damaged by being crushed by the fixed part.

次に鋼板製の扉体の上部鋼板25の頭部の曲げ加工部26は、起立時には越流する水を下流側に導くことにより、水や一緒に流下する流木等が空気袋4や引留帯27等を打たないよう保護する。この状況は図2に示した。
また図3に示すように、倒伏時には鋼板製の扉体の上部鋼板25の頭部の曲げ加工部26が支持台35に支持されて、コンクリートの上面1、コンクリートの上面31、ならびに鋼板製の扉体の下部鋼板19の下流面と上部鋼板25の下流側の面の段差部分によって必要な空間を確保するから、空気袋4や引留帯27は鋼板製の扉体によって押し潰されることがない。
Next, the bending part 26 of the head part of the upper steel plate 25 of the steel plate door body guides the water that overflows to the downstream side when standing up, so that the water and the driftwood that flows down together with the air bag 4 or the retaining zone. Protect from hitting 27 mag. This situation is shown in FIG.
Further, as shown in FIG. 3, at the time of lying down, the bending portion 26 of the head of the upper steel plate 25 of the steel plate door body is supported by the support base 35, and the upper surface 1 of the concrete, the upper surface 31 of the concrete, and the steel plate Since the necessary space is secured by the stepped portion between the downstream surface of the lower steel plate 19 and the downstream surface of the upper steel plate 25, the air bag 4 and the retaining band 27 are not crushed by the steel door. .

さらに、鋼板製の扉体の下部鋼板19の上流面の半円形断面の下端20に添う位置において、押え板21とボルト22によって下部鋼板19に取付けた繋留板7の下流の縁18においては、繋留板7と押え板21の厚にほぼ等しい段差を隣接して接合した上部鋼板25に与えているので、倒伏時に両者の高低差がほとんどなく、水や砂礫が滑らかに流下する。 Furthermore, at a position following the lower end 20 of the semicircular cross section of the upstream surface of the lower steel plate 19 of the steel plate door body, at the downstream edge 18 of the tether 7 attached to the lower steel plate 19 by the holding plate 21 and the bolt 22, Since a step substantially equal to the thickness of the tether plate 7 and the presser plate 21 is given to the upper steel plate 25 joined adjacently, there is almost no difference in height between them, and water and gravel flow down smoothly.

図5に示すように、平らな長方形に製造されたゴム引布製の空気袋4の開いた辺の寸法はゲート幅より少し小さく、これと直角の方向には膨張したときに鋼板製の扉体の下部鋼板19と上部鋼板25を所定の姿勢まで押し起こすのに十分な寸法を有している。
そして主押え板3で押えるべき開いた辺以外の3辺ではゴム引布が連続して折れ曲り閉じている。
また開いた辺では、相対する2枚のゴム引布の縁5,6の端部に樹脂製のロッド9,15によって補強繊維の折曲半径が過小とならないよう保護した補強繊維の折返し定着部10,16がある。さらに、この折返し定着部10,16に平行してアンカーボルト2が貫通するための孔36が2枚のゴム引布の縁5,6を貫いている。また空気袋4の下側の幅の中央付近には、空気を出し入れするための口金37が取付けられる。
As shown in FIG. 5, the size of the open side of the air bag 4 made of rubberized cloth made in a flat rectangle is slightly smaller than the gate width, and when it expands in the direction perpendicular to this, the door made of steel plate The lower steel plate 19 and the upper steel plate 25 have sufficient dimensions to push up to a predetermined posture.
The rubberized cloth is continuously bent and closed on three sides other than the open side to be pressed by the main presser plate 3.
On the open side, the reinforcing fiber folding and fixing portion is protected by the rods 9 and 15 made of resin at the ends of the edges 5 and 6 of the two opposite rubberized cloths so that the bending radius of the reinforcing fiber is not too small. There are 10,16. Further, a hole 36 through which the anchor bolt 2 passes in parallel with the folded fixing portions 10 and 16 penetrates the edges 5 and 6 of the two rubberized cloths. A base 37 for taking in and out air is attached near the center of the lower width of the air bag 4.

このように構成した上で、空気袋4の下部の口金37に接続した空気管38を水路のコンクリートに埋設するなどして陸上に導き、空気操作装置の排気用開閉弁39、排気用流量調節弁40、排気放出部41、給気用開閉弁42、給気用流量調節弁43、空気圧縮機44に、図1、図2および図3のように接続する。 With this configuration, the air pipe 38 connected to the base 37 at the bottom of the air bag 4 is led to land by burying it in the concrete of the water channel, etc., and the exhaust on-off valve 39 of the air operation device, the exhaust flow rate adjustment 1, 2, and 3 are connected to the valve 40, the exhaust discharge part 41, the air supply on / off valve 42, the air supply flow rate adjustment valve 43, and the air compressor 44.

その上で空気圧縮機44から給気用流量調節弁43、給気用開閉弁42、空気管38、口金37を経由して空気袋4の内部に空気を圧入した結果、鋼板製の扉体が起立した状態の断面図が図2であり、扉体の上部鋼板25の頭部の曲げ加工部26が、越流する水を下流に導いて、空気袋4や帯27を打たないよう機能している。
この状態を下流から見たのが図1であり、空気袋4が鋼板製の扉体の下部鋼板19をほぼ全幅において支えている。
また下部鋼板19の上端付近の切除部28においては、上部鋼板25にボルト29と押え板32によって引留帯27が固定されている。
After that, air is pressed into the air bag 4 from the air compressor 44 via the air supply flow rate adjustment valve 43, the air supply opening / closing valve 42, the air pipe 38, and the base 37, resulting in a steel plate door body. FIG. 2 is a cross-sectional view of the state where the upright is standing, and the bent portion 26 of the head of the upper steel plate 25 of the door body guides the overflowing water downstream so that the air bag 4 and the belt 27 are not hit. It is functioning.
FIG. 1 shows this state seen from the downstream side, and the air bag 4 supports the lower steel plate 19 of the steel plate door body over almost the entire width.
In the cut portion 28 near the upper end of the lower steel plate 19, the retaining band 27 is fixed to the upper steel plate 25 by bolts 29 and a presser plate 32.

他方、空気圧縮機44を停止し、給気用開閉弁42を閉じ、排気用開閉弁39を開いて、空気袋4の内部の圧力を有する空気を、排気用流量調節弁40によって制御しつつ、排気放出部41から大気中へ放出した結果、鋼板製の扉体が完全に倒伏した状態の断面図が図3である。
この時引留帯27のボルト29と押え板32による上部鋼板25への固定部の厚さは、下部鋼板19の厚さを超えていないので平らに収縮した空気袋4がこの引留帯27の固定部に押し潰されて損傷することが防止されている。
On the other hand, the air compressor 44 is stopped, the air supply on / off valve 42 is closed, the exhaust on / off valve 39 is opened, and the air having the pressure inside the air bag 4 is controlled by the exhaust flow control valve 40. FIG. 3 is a cross-sectional view of a state in which the steel plate door body has completely fallen down as a result of being released from the exhaust emission part 41 into the atmosphere.
At this time, the thickness of the fixing portion of the retaining band 27 to the upper steel plate 25 by the bolt 29 and the holding plate 32 does not exceed the thickness of the lower steel plate 19. The parts are prevented from being crushed and damaged.

図6、図7、図8、図9および図10はこの発明に係る空圧式起伏ゲートの他の実施例を示すものであり、図6は空圧式起伏ゲートの断面図で起立状態を示し、図7は空圧式起伏ゲートの断面図で倒伏状態を示し、図8は扉体の説明図で上流面と側面と縦断面を示し、図9は扉体の説明図で下流面と横断面を示し、図10は空気袋の説明図である。
図6および図7において、断面が長方形の水路の底のコンクリートの上面1の上流側の溝状部分60において、水路を横断して並べて設置したアンカーボルト61が、主押え板62の下流側の縁端の下方への突起63によって、3辺が閉じ1辺が開いた平らな長方形に製作したゴム引布製の空気袋4の開いた辺の縁5,6ならびにゴム引布製の繋留板7の上流の縁8の3枚のゴム引布を一緒に、水路底のコンクリートの上面1に押し付けることによって、空気袋4の開いた辺を密閉すると同時に、空気袋4と繋留板7をコンクリートの上面1に固定する。
この時、主押え板62の上流側縁端の下方への突起64が溝状部分60の上流寄りの部分により支持されているから、アンカーボルト61にねじ込むナット65による主押え板62の押し付け力は、主押え板62の下流側縁端の下方への突起63によって3枚のゴム引布の縁5,6,8を効果的に押えることができる。
6, FIG. 7, FIG. 8, FIG. 9 and FIG. 10 show another embodiment of the pneumatic undulation gate according to the present invention, and FIG. 6 shows a standing state in a sectional view of the pneumatic undulation gate, FIG. 7 is a sectional view of a pneumatic undulation gate, showing a lying state, FIG. 8 is an explanatory view of a door body, showing an upstream surface, a side surface, and a longitudinal section, and FIG. 9 is an explanatory view of a door body, showing a downstream surface and a transverse section. FIG. 10 is an explanatory view of an air bag.
6 and 7, the anchor bolts 61 arranged side by side across the water channel in the groove-like portion 60 on the upstream side of the concrete upper surface 1 at the bottom of the water channel having a rectangular cross section are arranged on the downstream side of the main presser plate 62. The open edges 63, 6 of the rubber-filled air bag 4 made of a flat rectangle with three sides closed and one side open as well as the rubber-cloth-clothing tethers 7 By pressing together the three rubberized cloths of the upstream edge 8 against the concrete upper surface 1 at the bottom of the water channel, the open side of the air bag 4 is sealed, and at the same time, the air bag 4 and the tether 7 are connected to the upper surface of the concrete. Fix to 1.
At this time, since the downward protrusion 64 of the upstream edge of the main presser plate 62 is supported by the upstream portion of the groove-like portion 60, the pressing force of the main presser plate 62 by the nut 65 screwed into the anchor bolt 61 Can effectively press the edges 5, 6 and 8 of the three rubberized cloths by the protrusion 63 below the downstream edge of the main presser plate 62.

この空気袋4の開いた辺の下方のゴム引布の縁5の縁端には、樹脂製のロッド9によって補強繊維の折曲半径が過小とならないように保護した補強繊維の折返し定着部10があり、水路底のコンクリートの上面1の上流側にある溝状部分60の下流側の角11に掛かってゴム引布の縁5が作用する張力によって所定の位置から引抜かれないようにする。
また繋留板7の上流の縁8の縁端には、樹脂製のロッド12によって補強繊維の折曲半径が過小とならないように保護した補強繊維の折返し定着部13があり、主押え板62の下流側の縁端の下方への突起63の上流側の角66に掛かって、繋留板7の縁8が作用する張力によって所定の位置から引抜かれないようにする。
同時に空気袋4の開いた辺の上方のゴム引布の縁6の縁端には、樹脂製のロッド15によって補強繊維の折曲半径が過小とならないように保護した補強繊維の折返し定着部16があり、繋留板7の上流側の縁8の縁端の折返し定着部13の上流側17に掛かって、ゴム引布の縁6が作用する張力によって所定の位置から引抜かれないようにする。
すなわち、繋留板7と空気袋4の開いた辺の上方のゴム引布の縁6は主押え板62の下流側縁端の下方への突起63とアンカーボルト61によって所定の位置から引抜かれないようになる。
At the edge of the edge 5 of the rubberized cloth below the open side of the air bag 4, the reinforcing fiber folding and fixing portion 10 is protected by a resin rod 9 so that the bending radius of the reinforcing fiber is not excessively small. It is prevented from being pulled out from a predetermined position by the tension applied to the edge 11 of the rubberized cloth on the corner 11 on the downstream side of the groove-like portion 60 on the upstream side of the upper surface 1 of the concrete at the bottom of the water channel.
Further, at the edge of the upstream edge 8 of the anchoring plate 7, there is a reinforcing fixing portion 13 of the reinforcing fiber which is protected by the resin rod 12 so that the bending radius of the reinforcing fiber is not too small. It is hung on the upstream corner 66 of the protrusion 63 below the downstream edge so that the edge 8 of the anchoring plate 7 is not pulled out from a predetermined position by the acting tension.
At the same time, at the edge of the edge 6 of the rubberized cloth above the open side of the air bag 4, the reinforcing fiber folding and fixing portion 16 protected by a resin rod 15 so that the bending radius of the reinforcing fiber is not excessively small. The edge of the edge 8 on the upstream side of the anchoring plate 7 is hung on the upstream side 17 of the folding fixing portion 13 so that it is not pulled out from a predetermined position by the tension applied by the edge 6 of the rubberized cloth.
That is, the edge 6 of the rubberized cloth above the open side of the anchor plate 7 and the air bag 4 is not pulled out from a predetermined position by the projection 63 and the anchor bolt 61 that are below the downstream edge of the main presser plate 62. It becomes like this.

このように構成した上で、アンカーボルト61にねじ込むナット65によって主押え板62の下流側の縁端の下方への突起63を繋留板7と空気袋4の開いた辺の2枚、合計3枚のゴム引布に対し強く押し付けることにより、空気袋4の開いた辺を密閉しつつ、空気袋4と繋留板7とを水路底のコンクリートの上面1に固定する。 With this configuration, the nuts 65 screwed into the anchor bolts 61 are used to form protrusions 63 below the edge of the main retainer plate 62 on the downstream side, a total of 3 on the tether plate 7 and the open side of the air bag 4. The air bag 4 and the anchoring plate 7 are fixed to the concrete upper surface 1 at the bottom of the water channel while the open side of the air bag 4 is sealed by pressing strongly against a sheet of rubberized cloth.

次に繋留板7の下流の縁18を鋼板製の扉体の下部鋼板67の上流面の下端68に添う位置に押え板21とボルト22によって固定し、鋼板製の扉体を繋留板7によって水路底のコンクリートの上面1に起伏自在に繋留する。
この場合も繋留板7の下流の縁18の縁端には樹脂製のロッド23によって補強繊維の折曲半径が過小とならないよう保護した縁端の折返し定着部24があり、繋留板7が作用する張力によって所定の位置から引抜かれないようにする。
Next, the downstream edge 18 of the tether plate 7 is fixed by a holding plate 21 and a bolt 22 at a position following the lower end 68 of the upstream surface of the lower steel plate 67 of the steel plate door body, and the steel plate door body is fixed by the tether plate 7. Tethered to the upper surface 1 of the concrete at the bottom of the waterway.
Also in this case, the edge 18 of the downstream edge 18 of the anchoring plate 7 has an edge folding fixing portion 24 protected by a resin rod 23 so that the bending radius of the reinforcing fiber is not excessively small, and the anchoring plate 7 acts. So that it is not pulled out from a predetermined position by the tension applied.

このように構成すれば、鋼板製の扉体の下部鋼板67の下端68は、主押え板62の下流側の縁端の突起63の下流側に添う位置において、空気袋4の上に載った状態となるので、空気袋4が膨張すれば下部鋼板67によって鋼板製の扉体全体が起立し、逆に空気袋が平らに収縮すれば鋼板製の扉体が倒伏することになる。 With this configuration, the lower end 68 of the lower steel plate 67 of the steel plate door body is placed on the air bag 4 at a position along the downstream side of the protrusion 63 at the downstream edge of the main presser plate 62. Since the air bag 4 is inflated, the lower steel plate 67 causes the entire steel plate door body to stand up. On the contrary, if the air bag contracts flatly, the steel plate door body will fall down.

この実施例においても下部鋼板67の大きさは、扉体が起立、倒伏を行うに際して空気袋4が接触する範囲の大きさである。その上流面の下端68に添う位置に取付けた繋留板の直ぐ上から上方に伸び、扉体天端に至る細長い鋼板を下部鋼板67に垂直の姿勢で流水の方向に溶接取付けして縦リブ69となし、この縦リブ69に幅方向を分割され、かつ縦リブ69に溶接されて下部鋼板67と若干の距離を保ちつつ、繋留板7の取付部から上方に延びて折曲り部70によって扉体天端となる上部鋼板71を設ける。
この上部鋼板71の下端には下部鋼板67の上流面との隙間を埋める細長い鋼板を納めて、上部鋼板71、下部鋼板67、ならびに縦リブ69とに溶接接合して下横リブ72とする。
このように構成すると、上部鋼板71の下端においては、下部鋼板67の上流面と上部鋼板71の上流面との間に段差が生ずるので、扉体倒伏時において、主押え板62の上面と繋留板7を下部鋼板67の上流面に固定する押え板21の上面と上部鋼板71の上流面との間に大きな高低差が発生しないようにすることができて、水や砂礫が滑らかに流下することができる。
Also in this embodiment, the size of the lower steel plate 67 is the size of the range in which the air bag 4 contacts when the door body stands and falls. Longitudinal ribs 69 are attached by welding a long and narrow steel plate extending from directly above the anchor plate attached at a position following the lower end 68 of the upstream surface and reaching the top end of the door body in a direction perpendicular to the lower steel plate 67 in the direction of running water. The width direction is divided into the vertical ribs 69 and welded to the vertical ribs 69 so as to maintain a slight distance from the lower steel plate 67 and extend upward from the attachment portion of the tether plate 7 by the bent portion 70. An upper steel plate 71 serving as the top of the body is provided.
An elongated steel plate that fills the gap between the upper surface of the lower steel plate 67 is placed at the lower end of the upper steel plate 71, and is welded to the upper steel plate 71, the lower steel plate 67, and the vertical rib 69 to form a lower horizontal rib 72.
If comprised in this way, in the lower end of the upper steel plate 71, since a level | step difference will arise between the upstream surface of the lower steel plate 67, and the upstream surface of the upper steel plate 71, it anchors with the upper surface of the main pressing plate 62 at the time of a door body fall. A large height difference can be prevented from occurring between the upper surface of the holding plate 21 that fixes the plate 7 to the upstream surface of the lower steel plate 67 and the upstream surface of the upper steel plate 71, and water and gravel flow smoothly. be able to.

また下部鋼板67の上端には、上部鋼板71の下流面との隙間を埋める細長い鋼板を納めて、上部鋼板71、下部鋼板67、ならびに縦リブ69とに溶接接合して上横リブ73とする。 Further, an elongated steel plate that fills the gap with the downstream surface of the upper steel plate 71 is placed at the upper end of the lower steel plate 67 and welded to the upper steel plate 71, the lower steel plate 67, and the vertical rib 69 to form the upper horizontal rib 73. .

このように構成すると、下部鋼板67の上端においては下部鋼板67の下流面と上部鋼板71の下流面には段差が生ずるので、下部鋼板67の直ぐ上の位置で上部鋼板71の下流面に引留帯27の一端をボルト29と押え板32によって取付けた場合、引留帯27の扉体取付部が鋼板製の扉体から突出しない。
このことは引留帯27とコンクリートの上面31に取付ける場合においても同じであり、空気袋4を支持するコンクリート面より1段下がったコンクリートの上面31に設けたアンカーボルト45と押え板46によって引留帯27の他端を固定する。
この場合にも引留帯27の縁端には樹脂製のロッド33によって補強繊維の折曲半径が過小とならないよう保護した縁端の折返し定着部34を設ける。
With this configuration, there is a step between the downstream surface of the lower steel plate 67 and the downstream surface of the upper steel plate 71 at the upper end of the lower steel plate 67, so that the wire is retained on the downstream surface of the upper steel plate 71 at a position immediately above the lower steel plate 67. When one end of the belt 27 is attached by the bolt 29 and the presser plate 32, the door attachment portion of the retaining belt 27 does not protrude from the steel plate door.
This is the same in the case of being attached to the retaining band 27 and the upper surface 31 of the concrete, and the anchoring band 45 and the holding plate 46 provided on the upper surface 31 of the concrete that is one step lower than the concrete surface supporting the air bag 4 are used. The other end of 27 is fixed.
In this case as well, the edge end of the retaining band 27 is provided with a bent fixing portion 34 at the edge which is protected by a resin rod 33 so that the bending radius of the reinforcing fiber is not excessively small.

図8ならびに図9に示すように、鋼板製の扉体は、上流面の下端68に添う位置に繋留板7を固定するボルト22に合わせた雌ねじ74を有し、堰幅より少し小さい幅方向の寸法とゲートが起立、倒伏するに際して扉体を支持するために空気袋4が接触するのに必要な長さを有する下部鋼板67ならびに下部鋼板67の上流面の繋留板7の取付部の直ぐ上から上方に伸び扉体天端に至る細長い鋼板を、下部鋼板67の上流面に垂直の姿勢で流水の方向に溶接取付けした縦リブ69、加えて、この縦リブ69に幅方向を分割され、かつ縦リブ69に溶接されて下部鋼板67と若干の間隔を保ちつつ上方に伸び、折曲り部70を扉体天端とする上部鋼板71、さらに上部鋼板71の下端において、上部鋼板71と下部鋼板67の隙間に納めて溶接した下横リブ72と、下部鋼板67の上端において、下部鋼板67と上部鋼板71の隙間に納めて溶接接合した上横リブ73によって構成される。 As shown in FIGS. 8 and 9, the steel plate door body has a female screw 74 fitted to the bolt 22 for fixing the tether 7 at a position along the lower end 68 of the upstream surface, and a width direction slightly smaller than the weir width. The lower steel plate 67 having a length necessary for the air bag 4 to come in contact with the air bag 4 to support the door body when the gate stands and falls, and the attachment portion of the anchor plate 7 on the upstream surface of the lower steel plate 67 are immediately Longitudinal ribs 69 that extend from the top to the top edge of the door body and are welded and attached in a direction perpendicular to the upstream surface of the lower steel plate 67 in the direction of running water. In addition, the longitudinal direction is divided into the longitudinal ribs 69. The upper steel plate 71 is welded to the longitudinal ribs 69 and extends upward while maintaining a slight distance from the lower steel plate 67. The upper steel plate 71 has the bent portion 70 as the top edge of the door body. Weld in the gap between the lower steel plates 67 And a lower horizontal rib 72, at the upper end of the lower steel plate 67, formed by the transverse rib 73 on which is welded pay the gap of the lower steel plate 67 and the upper steel plate 71.

図8の断面B−Bに示すように扉体の縦断面では、下部鋼板67、上部鋼板71、下横リブ72、上横リブ73が箱形断面を形成している。
また図9の断面D−Dに示すように扉体の横断面では下部鋼板67、上部鋼板71、縦リブ69が連続する箱形断面を構成している。
そして、上部鋼板71の下部鋼板67の上端直ぐ上には引留帯27を固定するボルト29に合わせた雌ねじ75がある。
As shown in section BB in FIG. 8, in the longitudinal section of the door body, the lower steel plate 67, the upper steel plate 71, the lower horizontal rib 72, and the upper horizontal rib 73 form a box-shaped cross section.
Further, as shown in a cross section DD of FIG. 9, the cross section of the door body forms a box-shaped cross section in which the lower steel plate 67, the upper steel plate 71, and the vertical rib 69 are continuous.
Then, there is a female screw 75 that is aligned with the bolt 29 for fixing the retaining band 27 just above the upper end of the lower steel plate 67 of the upper steel plate 71.

図10に示すように空気袋4は、ゴム引布製の平らな長方形で3辺が閉じ、1辺を開いて製造され、開いた辺の寸法はゲート幅より少し小さく、これと直角の方向には膨張したときに鋼板製の扉体を所定の姿勢まで押し起こすのに十分な寸法を有している。
そして開いた辺では、相対する2枚のゴム引布の縁5,6の端部に樹脂製のロッド9,15によって補強繊維の折曲半径が過小とならないよう保護した補強繊維の折返し定着部10,16がある。
また空気袋4の下側の幅の中央付近には、空気を出し入れするための口金37が取付けられる。
As shown in FIG. 10, the air bag 4 is manufactured by a flat rectangle made of rubberized cloth with three sides closed and one side opened, and the size of the opened side is slightly smaller than the gate width and in a direction perpendicular thereto. Has a dimension sufficient to push up the door made of steel plate to a predetermined posture when expanded.
On the open side, the reinforcing fiber folding and fixing portion is protected by the rods 9 and 15 made of resin at the edges of the edges 5 and 6 of the two rubberized cloths facing each other so that the bending radius of the reinforcing fiber is not too small. There are 10,16.
A base 37 for taking in and out air is attached near the center of the lower width of the air bag 4.

このように構成した上で、空気袋4の下部の口金37に接続した空気管38を水路のコンクリートに埋設するなどして陸上に導き、空気操作装置の排気用開閉弁39、排気用流量調節弁40、排気放出部41、給気用開閉弁42、給気用流量調節弁43、空気圧縮機44に、図6、図7のように接続する。 With this configuration, the air pipe 38 connected to the base 37 at the bottom of the air bag 4 is led to land by burying it in the concrete of the water channel, etc., and the exhaust on-off valve 39 of the air operation device, the exhaust flow rate adjustment 6 and 7 are connected to the valve 40, the exhaust discharge section 41, the supply air on-off valve 42, the air supply flow rate adjustment valve 43, and the air compressor 44.

その上で空気圧縮機44から給気用流量調節弁43、給気用開閉弁42、空気管38、口金37を経由して空気袋4の内部に空気を圧入した結果、鋼板製の扉体が起立した状態の断面図が図6であり、扉体の上部鋼板71の頭部の折曲り部70が、越流する水を下流に導いて、空気袋4や引留帯27を打たないよう保護している。 After that, air is pressed into the air bag 4 from the air compressor 44 via the air supply flow rate adjustment valve 43, the air supply opening / closing valve 42, the air pipe 38, and the base 37, resulting in a steel plate door body. FIG. 6 is a cross-sectional view of the state in which the upright side is raised, and the bent portion 70 of the head of the upper steel plate 71 of the door body guides the overflowing water downstream and does not hit the air bag 4 or the retaining band 27. It protects.

他方、空気圧縮機44を停止し、給気用開閉弁42を閉じ、排気用開閉弁39を開いて、空気袋4の内部の圧力を有する空気を、排気用流量調節弁40によって制御しつつ、排気放出部41から大気中へ放出した結果、鋼板製の扉体が完全に倒伏した状態の断面図が図7である。
この時、引留帯27をボルト29と押え板32によって上部鋼板71に固定する部分は、この部分の上部鋼板71と下部鋼板19の表面の段差のために下部鋼板67の面より突き出ないので、空気袋4が押え板32に押し潰されて損傷することがない。
また繋留板7を下部鋼板67に固定する部分にあっては、上部鋼板71と下部鋼板67の表面の段差のために、主押え板62の表面、押え板21の表面,上部鋼板71の表面の3表面がほぼ同じ高さとなり、水や砂礫が滑らかに流下する。
On the other hand, the air compressor 44 is stopped, the air supply on / off valve 42 is closed, the exhaust on / off valve 39 is opened, and the air having the pressure inside the air bag 4 is controlled by the exhaust flow control valve 40. FIG. 7 is a cross-sectional view of a state in which the steel plate door body has completely fallen down as a result of being released from the exhaust emission part 41 into the atmosphere.
At this time, the portion where the retaining band 27 is fixed to the upper steel plate 71 by the bolt 29 and the holding plate 32 does not protrude from the surface of the lower steel plate 67 due to the step between the surfaces of the upper steel plate 71 and the lower steel plate 19 in this part. The air bag 4 is not crushed and damaged by the presser plate 32.
Further, in the portion where the tether plate 7 is fixed to the lower steel plate 67, the surface of the main presser plate 62, the surface of the presser plate 21, and the surface of the upper steel plate 71 due to the steps on the surfaces of the upper steel plate 71 and the lower steel plate 67. These three surfaces are almost the same height, and water and gravel flow down smoothly.

この実施例においても、主な構成要素であるアンカーボルト、主押え板、空気袋、繋留板、下部鋼板、上部鋼板、引留帯等の機能は第1の実施例と同一であり、下部鋼板と上部鋼板の面に生ずる段差を活用する構想もまったく同じである。
第1の実施例では単純に鋼板を重ねているので、鋼板製の扉体の重量が大きくなる不経済と加工量が少ない経済性が共存するが、有効高が1m以下の小形の空圧式起伏ゲートに利用すると有効である。
これに対し、この実施例は下部鋼板と上部鋼板を直接重ねずに縦リブと上下の横リブを介在させて中空構造としたので、加工量が増加する不経済と重量が軽くなる経済性が共存するが、有効高が3m以上の大形の空圧式起伏ゲートに利用すると有効である。
Also in this embodiment, the anchor bolt, main presser plate, air bag, tether plate, lower steel plate, upper steel plate, retaining band, etc., which are the main components, are the same as the first embodiment, and the lower steel plate and The concept of utilizing the step formed on the surface of the upper steel plate is exactly the same.
In the first embodiment, the steel plates are simply overlapped, so that the economy that the weight of the steel door is large and the economy with a small amount of processing coexist, but a small pneumatic undulation with an effective height of 1 m or less. Useful for gates.
In contrast, in this embodiment, since the lower steel plate and the upper steel plate are not directly stacked and the hollow structure is formed by interposing the vertical ribs and the upper and lower horizontal ribs, the uneconomical increase in the amount of processing and the economical efficiency of reducing the weight. Although coexisting, it is effective when used for a large pneumatic relief gate with an effective height of 3 m or more.

この発明の空圧式起伏ゲートは、ゴム引布製の繋留板で水路の底に起伏自在に繋留された鋼板製の扉体を起伏操作する空気袋と起立高を制限するための引留帯とが常に扉体によって保護されるよう空気袋の大きさを設定することが困難となる扉体高が0.8m未満の場合や、扉体高が3mを超える場合に利用すると、引留帯の扉体取付部が下部鋼板の下流面より突き出ないために、引留帯の長さを極力短く設計することが可能となり、小形のゲートにあっては扉体高の下限を0.3m程度まで下げることができる。また大形のゲートにあっては扉体高の上限を4m程度まで引き上げることができる。
すなわち、この種の空圧式起伏ゲートの応用範囲が従来、扉体高0.8m〜3.0mと制限されていたところを0.3m〜4.0mまで拡大することができるのである。
加えて、繋留板を扉体の下端に取付ける部分において、主押え板の上表面、繋留板、押え板の上表面、上部鋼板の上表面が、倒伏時に著しい凹凸のないよう設計、製作することが可能となり、水や砂礫の流れが滑らかで、波立ちの少ないゲートとすることが可能となった。
The pneumatic hoisting gate of the present invention is always provided with an air bag for hoisting a steel plate door body that is moistened to the bottom of a water channel with a mooring plate made of rubber-drawn cloth and a hoisting belt for limiting the standing height. When the door body height is less than 0.8m, or when the door body height exceeds 3m, it is difficult to set the size of the air bag to be protected by the door body. Since it does not protrude from the downstream surface of the lower steel plate, the length of the retaining band can be designed to be as short as possible. In the case of a small gate, the lower limit of the door height can be lowered to about 0.3 m. In the case of a large gate, the upper limit of the door height can be raised to about 4 m.
That is, the application range of this type of pneumatic undulation gate can be expanded from 0.3 m to 4.0 m where the door body height is conventionally limited to 0.8 m to 3.0 m.
In addition, at the part where the anchor plate is attached to the lower end of the door body, the upper surface of the main presser plate, the upper surface of the anchor plate, the upper surface of the presser plate, and the upper surface of the upper steel plate are designed and manufactured so that there is no significant unevenness when lying down. As a result, it became possible to create a gate with a smooth flow of water and gravel and less undulations.

この発明の空圧式起伏ゲートの一実施例を示し、空圧式起伏ゲートが起立した状態の背面図である。1 is a rear view of a pneumatic undulation gate according to an embodiment of the present invention in a state where the pneumatic undulation gate is raised. 空圧式起伏ゲートが起立した状態の断面図である。It is sectional drawing of the state which the pneumatic type relief gate stood up. 空圧式起伏ゲートが倒伏した状態の断面図である。It is sectional drawing of the state which the pneumatic type relief gate fell down. 扉体の説明図である。It is explanatory drawing of a door body. 空気袋の説明図である。It is explanatory drawing of an air bag. この発明の空圧式起伏ゲートの他の実施例を示し、起伏ゲートが起立した状態の断面図である。It is sectional drawing of the state which showed the other Example of the pneumatic undulation gate of this invention, and the undulation gate stood up. 空圧式起伏ゲートが倒伏した状態の断面図である。It is sectional drawing of the state which the pneumatic type relief gate fell down. 扉体の説明図で、その上流面と側面と縦断面を示す。It is explanatory drawing of a door body, The upstream surface, the side surface, and a longitudinal section are shown. 扉体の説明図で、その下流面と底面と横断面を示す。It is explanatory drawing of a door body, and shows the downstream surface, bottom face, and cross section. 空気袋の説明図である。It is explanatory drawing of an air bag.

1 コンクリートの上面
2 アンカーボルト
3 主押え板
4 空気袋
5 縁
6 縁
7 繋留板
8 縁
9 ロッド
10 折り返し定着部
11 角
12 ロッド
13 折り返し定着部
14 角
15 ロッド
16 折り返し定着部
17 上流側
18 縁
19 下部鋼板
20 下端
21 押え板
22 ボルト
23 ロッド
24 折り返し定着部
25 上部鋼板
26 曲げ加工部
27 引留帯
28 切除部
29 ボルト
30 雌ねじ
31 コンクリートの上面
32 押え板
33 ロッド
34 折り返し定着部
35 支持台
36 孔
37 口金
38 空気管
39 排気用開閉弁
40 排気用流量調節弁
41 排気放出部
42 給気用開閉弁
43 給気用流量調節弁
44 空気圧縮機
45 アンカーボルト
46 押え板
47 ナット
48 雌ねじ
60 溝状部分
61 アンカーボルト
62 主押え板
63 突起
64 突起
65 ナット
66 角
67 下部鋼板
68 下端
69 縦リブ
70 折曲り部
71 上部鋼板
72 下横リブ
73 上横リブ
74 雌ねじ
75 雌ねじ
DESCRIPTION OF SYMBOLS 1 Concrete top surface 2 Anchor bolt 3 Main presser plate 4 Air bag 5 Edge 6 Edge 7 Anchor plate 8 Edge 9 Rod 10 Folding fixing part 11 Corner 12 Rod 13 Folding fixing part 14 Corner 15 Rod 16 Folding fixing part 17 Upstream side 18 Edge 19 Lower steel plate 20 Lower end 21 Presser plate 22 Bolt 23 Rod 24 Folding fixing part 25 Upper steel plate 26 Bending part 27 Draw band 28 Cutting part 29 Bolt 30 Female screw 31 Concrete upper surface 32 Presser plate 33 Rod 34 Folding fixing part 35 Support stand 36 Hole 37 Base 38 Air pipe 39 Exhaust on-off valve 40 Exhaust flow control valve 41 Exhaust discharge part 42 Supply air on-off valve 43 Supply air flow control valve 44 Air compressor 45 Anchor bolt 46 Presser plate 47 Nut 48 Female thread 60 Groove Portion 61 Anchor bolt 62 Main presser plate 63 Protrusion 64 Protrusion 65 Nut 6 Angle 67 lower steel plate 68 the lower end 69 longitudinal ribs 70 the bent portion 71 the upper steel plate 72 the lower lateral rib 73 upper horizontal rib 74 internal thread 75 female thread

Claims (5)

断面が長方形の水路の底を横断して並べて設置したアンカーボルトの配列に合わせて、水路底のコンクリートの上面に、3辺が閉じ1辺が開いた平らな長方形に製作したゴム引布製の空気袋の開いた辺とゴム引布製の繋留板の上流側の縁とを重ねて設置する。
さらにその上に、アンカーボルトの配列に合わせて開けたボルト孔を有する主押え板を置き、アンカーボルトにねじ込むナットによって主押え板を繋留板と空気袋の開いた辺に対して強く押え付けることによって、空気袋の開いた辺を密閉しつつ空気袋と繋留板を水路底のコンクリートの上面に固定する。
この繋留板の下流側の縁を、堰幅より少し小さい幅方向の寸法と起立時に必要な起立高を確保するために必要な長さを有する鋼板製の扉体の上流側の下端に添う位置にボルトと押え板によって強固に固定することにより、扉体を水路底に起伏自在に繋留すると同時にコンクリートの上面と扉体の間の漏水を防止する。
加えて、水路底の空気袋より下流の適当な位置のコンクリートに設置したアンカーボルトと押え板とで一端を固定した、十分な強度を有するゴム引布製の引留帯の他端を扉体の下流面の空気袋が接触するより上側の適当な位置にボルトと押え板とで固定することにより、扉体が所定の姿勢まで起立したときにはこの引留帯に作用する張力によって扉体が停止するようにする。
このように構成した上で、陸上の空気操作装置から空気袋に空気管を接続し、空気袋の内部に空気操作装置から圧縮空気を送入すれば空気袋が膨張して扉体を起立させ、逆に空気袋から圧力を有する空気を排出すれば空気袋が平らに収縮して扉体が倒伏するようにした空圧式起伏ゲートにおいて、
鋼板製の扉体を、上流側の下端に添う位置にボルトと押え板によって繋留板を強固に固定し、ゲートが起立、倒伏するに際して扉体を支持する空気袋が接触する範囲の、扉体の必要高の途中までの高さとした下部鋼板と、下部鋼板の上流側の面の繋留板を固定する位置の直ぐ上から上方において、下部鋼板の上流側の面にその下流側の面を接触させつつ上方に伸び、途中適当な曲面部分を経て扉体天端高に到る、扉体の必要高まで延長する上部鋼板とで構成し、下部鋼板と上部鋼板とを接触面の縁において溶接したり、中間部においてピンを打込むなどして、1体として水圧荷重等による曲げモーメントに対抗するようにしたことにより、扉体の上流側の面の下端に添う位置においては下部鋼板の上流側の面に上部鋼板の厚の分だけ段差が生じて繋留板の取付部が鋼板製の扉体から突出しないようにし、扉体の下流側の面の空気袋が接触するより上側の引留帯を取付ける位置においては、上部鋼板の下流側の面に下部鋼板の厚の分だけ段差が生じて引留帯の扉体取付部が鋼板製の扉体から突出しないようにしたことを特徴とする空圧式起伏ゲート。
Air made of rubberized cloth made into a flat rectangle with three sides closed and one side open on the top surface of concrete at the bottom of the channel, according to the arrangement of anchor bolts installed side by side across the bottom of the channel with a rectangular cross section Place the open side of the bag and the upstream edge of the tether made of rubberized cloth.
Furthermore, place a main presser plate with bolt holes opened in accordance with the arrangement of the anchor bolts, and press the main presser plate firmly against the open side of the tether plate and air bag with a nut screwed into the anchor bolt. The air bag and the anchoring plate are fixed to the upper surface of the concrete at the bottom of the water channel while sealing the open side of the air bag.
Position where the downstream edge of this tether plate follows the lower end on the upstream side of the door made of steel plate having a width direction slightly smaller than the weir width and a length necessary for securing the standing height required for standing The door body is anchored to the bottom of the water channel so as to be raised and lowered, and at the same time, water leakage between the upper surface of the concrete and the door body is prevented.
In addition, the other end of the rubber-stretch cloth retaining band with one end fixed to the concrete at an appropriate position downstream of the air bag at the bottom of the waterway and fixed to the downstream of the door body By fixing with bolts and presser plates at an appropriate position above the air bag on the surface, when the door body stands up to a predetermined posture, the door body is stopped by the tension acting on this detention belt To do.
With this configuration, if an air tube is connected to the air bag from the air operating device on land, and compressed air is sent into the air bag from the air operating device, the air bag expands and the door body is raised. On the contrary, in the pneumatic hoisting gate where the air bag contracts flatly when the air having pressure is discharged from the air bag and the door body falls down,
The steel of the door body, rigidly fixed to anchoring plate by bolts and the press plate at a position accompany upstream of the lower end, of the range gate is standing, the air bag is in contact to support the door body when to lodging, door The upper surface of the lower steel plate and the upstream surface of the lower steel plate are contacted with the upstream surface of the lower steel plate, immediately above and above the position where the upstream steel plate of the lower steel plate is fixed. It is composed of an upper steel plate that extends upward and reaches the top height of the door body through an appropriate curved part on the way, and extends to the required height of the door body . The lower steel plate and the upper steel plate are welded at the edge of the contact surface. or, by, for example, driving a pin in the middle portion, by which is adapted to counteract the bending moment due to water pressure load such as one body, upstream of the lower steel sheet at a position accompany the lower end of the upstream side surface of the door body amount corresponding stepped green thickness of the upper steel sheet surface on the side Mounting portion of the anchor plate so as not to protrude from the steel of the door body Te, the downstream-side surface of the door body, in a position for attaching the upper dead-end zone than the air bag contact surface on the downstream side of the upper steel plate A pneumatic undulation gate is characterized in that a step is generated by the thickness of the lower steel plate so that the door body mounting portion of the retaining band does not protrude from the steel door body .
請求項の空圧式起伏ゲートにおいて、上部鋼板と下部鋼板の重なる位置において、上部鋼板の一部を切除して下部鋼板の上流面の一部を露出させ、上部鋼板の切断縁との間を溶接によって接合して、上部鋼板と下部鋼板の1体性を向上したことを特徴とする空庄式起伏ゲート。 In the pneumatic undulation gate according to claim 1, in a position where the upper steel plate and the lower steel plate overlap, a part of the upper steel plate is cut out to expose a part of the upstream surface of the lower steel plate, and between the cutting edge of the upper steel plate. Kuozho undulation gate, characterized by improving the one body of the upper and lower steel plates by welding. 請求項の空圧式起伏ゲートにおいて、上部鋼板と下部鋼板の重なる位置において、下部鋼板の一部を切除して上部鋼板の下流面の一部を露出させ、下部鋼板の切断縁との間を溶接によって接合して、上部鋼板と下部鋼板の1体性を向上した後に、切除した鋼板を埋戻して扉体と空気袋の接触面の凹凸を解消したことを特徴とする空庄式起伏ゲート。 In the pneumatic undulation gate according to claim 1, in a position where the upper steel plate and the lower steel plate overlap, a part of the lower steel plate is cut out to expose a part of the downstream surface of the upper steel plate, and between the cutting edge of the lower steel plate. Kushou-type undulation gate, which has been joined by welding to improve the one body of the upper and lower steel plates and then backfilled the cut steel plates to eliminate the unevenness of the contact surface between the door body and the air bag . 請求項の空圧式起伏ゲートにおいて下部鋼板の上端付近の引留帯の取付に適当な位置の鋼板を必要最小範囲切除して、上部鋼板の下流面の一部を露出させ、下部鋼板の切断縁との間を溶接によって接合して、上部鋼板と下部鋼板の1体牲を向上すると同時に、下部鋼板の上端付近の切除されなかった部分が、倒伏時に空気袋が引留帯の取付部によって押し潰されることのないよう周辺から保護するようにしたことを特徴とする空圧式起伏ゲート。 2. A pneumatic undulation gate according to claim 1 , wherein a steel plate at a position suitable for attachment of a retaining band near the upper end of the lower steel plate is cut out in a necessary minimum range, a part of the downstream surface of the upper steel plate is exposed, and a cutting edge of the lower steel plate To improve the one body of the upper steel plate and the lower steel plate, and at the same time, the uncut part near the upper end of the lower steel plate is crushed by the attachment part of the detention belt when lying down A pneumatic relief gate characterized by protection from the surroundings so that it will not be damaged. 請求項の空圧式起伏ゲートにおいて、下部鋼板の上流面の繋留板取付部の直上部に端を発し上方に延長し扉体天端に到る細長い鋼板を、当該面に直角の姿勢で水の流れに平行な方向に溶接によって取付けて縦リブとなし、この縦リブの存在する範囲において、縦リブに幅方向を分割され、かつ縦リブに溶接されて、下部鋼板と若干の距離を保ちつつ繋留板取付部より上方に延長し、適当な曲面を経て扉体天端高に到る上部鋼板の下端と下部鋼板の上流面の隙間を埋める位置に細長い鋼板を納めて上部鋼板・下部鋼板並に縦リブに溶接接合して下横リブとなし、加えて下部鋼板の上端と上部鋼板の下流面の隙間を埋める位置に細長い鋼板を納めて、上部鋼板・下部鋼板並に縦リブに溶接接合して上横リブとなすことによって、扉体の縦断面図において上部鋼板と下部鋼板と上下の横リブとが閉じた箱形断面を形成し、同時に扉体の横断面図において上部鋼板と下部鋼板と縦リブとが閉じて連続する箱形断面を形成するようにしたことを特徴とする空圧式起伏ゲート。 2. The pneumatic undulation gate according to claim 1 , wherein an elongated steel plate extending from an upper portion of an upstream surface of a lower steel plate and extending upward to the top of the door body is placed in a posture perpendicular to the surface. A vertical rib is formed by welding in a direction parallel to the flow of the steel sheet, and in the range where this vertical rib exists, the width direction is divided into the vertical ribs and welded to the vertical ribs to maintain a slight distance from the lower steel plate. While extending the upper part of the tether plate, the upper and lower steel plates are placed in a position that fills the gap between the lower end of the upper steel plate and the upstream surface of the lower steel plate that reaches the top edge of the door body through an appropriate curved surface. In parallel, welded to the vertical ribs to form the lower horizontal ribs. In addition, a long and narrow steel plate is placed in a position that fills the gap between the upper end of the lower steel plate and the downstream surface of the upper steel plate, and welded to the vertical ribs as well as the upper and lower steel plates. Longitudinal cross-sectional view of the door body by joining the upper horizontal ribs The upper steel plate, the lower steel plate, and the upper and lower horizontal ribs form a box-shaped cross section, and at the same time, the upper steel plate, the lower steel plate, and the vertical ribs are closed to form a continuous box-shaped cross section in the door cross-sectional view. Pneumatic undulation gate characterized by the fact that
JP2004009967A 2004-01-19 2004-01-19 Pneumatic undulation gate Expired - Fee Related JP4400916B2 (en)

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