JP2007270475A - Pneumatic luffing gate - Google Patents

Pneumatic luffing gate Download PDF

Info

Publication number
JP2007270475A
JP2007270475A JP2006096261A JP2006096261A JP2007270475A JP 2007270475 A JP2007270475 A JP 2007270475A JP 2006096261 A JP2006096261 A JP 2006096261A JP 2006096261 A JP2006096261 A JP 2006096261A JP 2007270475 A JP2007270475 A JP 2007270475A
Authority
JP
Japan
Prior art keywords
plate
door body
upstream surface
upstream
air bag
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2006096261A
Other languages
Japanese (ja)
Other versions
JP2007270475A5 (en
JP4587225B2 (en
Inventor
Akio Iida
章雄 飯田
Yoshio Iida
祥雄 飯田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2006096261A priority Critical patent/JP4587225B2/en
Publication of JP2007270475A publication Critical patent/JP2007270475A/en
Publication of JP2007270475A5 publication Critical patent/JP2007270475A5/ja
Application granted granted Critical
Publication of JP4587225B2 publication Critical patent/JP4587225B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Barrages (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To apply also to rivers and irrigation channels with gentle slope by reducing a head between the upstream side and the downstream side of a water channel floor which is structurally required for storing a door body, an air bag, a mooring plate, and an anchoring strip in a pneumatic luffing gate for derricably mooring the door body to the water channel floor by a rubber-coated fabric band-like mooring plate and erecting or falling the door body by expanding or contracting the pillow-like air bag installed at the downstream side root part of the door body. <P>SOLUTION: A flow guide plate is installed just above the mounting part of the mooring plate at the lower end of the upstream surface of the door plate in the area from the projecting end of a lateral rib formed parallel with the lower end of the door body to the appropriate position of the upstream surface of a water cutting plate. The upstream surface of the water cutting plate is so bent at a position for mounting the flow guide plate that the upstream surface of the water cutting plate higher than the bent portion almost matches the extension of the upstream surface of the flow guide plate. When the door body is fallen, and the upstream surface is formed in a drain gradient gentle in the downstream direction, a storage space for the air bag and the hooking strip can be easily secured between the downstream surface of the water cutting plate bent in a chevron shape and a concrete floor surface. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

この発明は、水路の底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することにより、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あり、鋼製の扉体の下流側の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の1形式に関するものである。
すなわちこの発明は、種々の形式が提案され実用化されている空圧式起伏ゲートの内で、ゴム引布製の繋留板の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に固定する一方、下流側の縁をボルトと押え板とによって扉体の上流面の下端部に固定することによって、扉体を起伏自在に水路の底に繋留した上で、扉体の下流側根元部に枕状の空気袋を設置して、空気袋の膨張によって扉体が起立し、空気袋が平らに収縮することによって扉体が倒伏するように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 kind of undulation gate used for the purpose of hoisting or discharging the flowing water of the water channel by allowing the door body to stand up or fall freely by the rotation center provided at the bottom of the water channel, If compressed air is fed into the pillow-shaped air bag located at the base of the downstream side of the door body by connecting an air pipe from an on-air air operating device, the air bag expands and the door body is raised and reversed. The present invention relates to a type of pneumatic undulation gate in which the air bag contracts flatly when the air having pressure is discharged from the air bag so that the door body falls.
That is, the present invention fixes an upstream edge of a tether plate made of rubberized cloth to the bottom of a water channel by an anchor bolt and a presser plate among pneumatic undulation gates that have been proposed and put into practical use. The downstream edge is fixed to the lower end of the upstream surface of the door body with a bolt and a holding plate, and the door body is tethered to the bottom of the water channel so that it can be raised and lowered. This is related to a pneumatic hoisting gate of the type in which the air bag is installed, the door body is erected by the expansion of the air bag, and the air bag is flattened and the door body is laid down.

空圧式起伏ゲートでは、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が扉体の幅全体に分散して水圧荷重を支持するので、扉体は集中的な荷重を受けることがない。したがって扉体には、上流面の水圧力に対抗する枕状空気袋の支圧力と下端の繋留板による引張力が加えられて縦方向の曲げモーメントが作用することになる。 In pneumatic undulation gates, air bags that support the door body in a pillow shape located at the downstream base of the door body are dispersed throughout the width of the door body to support hydraulic loads, so the door body is concentrated. There is no load. Therefore, a longitudinal bending moment acts on the door body by applying a support pressure of the pillow-shaped air bag that opposes the water pressure on the upstream surface and a tensile force by the anchoring plate at the lower end.

このため扉体は、小形の場合は適当な寸法の鋼板で機能が確保される。また大形の場合は、帯状の鋼板を鋼板の上流面に直角の姿勢で、倒伏時の水流方向に溶接取付した縦リブによって曲げ剛性を強化した簡単な構造の縦リブ付鋼板を使用することができる。 For this reason, in the case of a small door body, the function is secured by a steel plate having an appropriate size. In the case of large size, use a steel plate with a vertical rib with a simple structure in which bending rigidity is reinforced by a vertical rib welded in the direction of water flow when lying down in a posture perpendicular to the upstream surface of the steel plate. Can do.

このように空圧式起伏ゲートは、水路底の軸受と扉体の軸受とを回転軸によって結合して、扉体を起伏自在とした、鋼製起伏ゲートと比較して、扉体、戸当ともに加工度が低く据付作業も容易であり、経済的に優れているので、近年その利用が多くなっている。 In this way, the pneumatic undulation gate has a door shaft and a door stopper, compared to a steel undulation gate, where the bearing of the water channel bottom and the bearing of the door body are coupled by a rotating shaft to make the door body undulating. Since the degree of processing is low and the installation work is easy and it is economically superior, its use has increased in recent years.

さらに、空圧式起伏ゲートで構造上要求される起伏ゲートの上・下流の河床落差が、油圧式鋼製起伏ゲートと比較して小さな値であるため、現実に河川や用水路に設置を計画するとき、上流、下流の護岸の大規模な変更が不必要で優れた経済性を発揮する。
特にありません。
Furthermore, since the riverbed head difference between the upstream and downstream of the undulation gate, which is structurally required for the pneumatic undulation gate, is smaller than that of the hydraulic steel undulation gate, when actually planning installation in a river or irrigation channel Large scale change of upstream and downstream revetments is unnecessary and demonstrates excellent economic efficiency.
Nothing in particular.

しかしこの形式の空圧式起伏ゲートが必要とする、起伏ゲートの上流、下流の河床落差は、ゴム引布製起伏堰と比較して大きな河床落差となり、勾配の緩やかな河川や用水路に設置を検討する時の障害となっていた。
この問題の主な要因は、扉体下端の縦リブ終端付近が強度上厚い鋼板であることを要求されることに加え、扉体を繋留するゴム引布製の繋留板とその押え板、押えボルトが、扉体の上流面の下端部に取付けられるので、扉体が倒伏した時に、扉体下端の鋼板の余分な厚さ並びに繋留板等の厚さが構造上必要な河床落差として加算されるためであり、その値は100mm〜300mmに達する。
However, the riverbed heads upstream and downstream of this type of pneumatic undulation gate require a larger riverbed head than the rubberized cloth weirs, and should be installed in rivers and irrigation channels with gentle slopes. It was an obstacle at times.
The main cause of this problem is that the vicinity of the end of the vertical rib at the lower end of the door body is required to be a steel plate with high strength, as well as a tether plate made of rubberized cloth that anchors the door body, its presser plate, and presser bolt Is attached to the lower end of the upstream surface of the door body, so when the door body falls down, the extra thickness of the steel plate at the lower end of the door body and the thickness of the tethers, etc. are added as necessary structural bed drops The value reaches 100 mm to 300 mm.

この不具合に関しては、先ず第一にゴム引布製の繋留板を扉体の下流面の下端部に取付けて解決することが試みられたが、扉体倒伏時に扉体下端部と繋留板との隙間に土砂や流芥が入り込むため、扉体の起伏操作の障害となるばかりでなく、繋留板が損傷するという新たな不具合があり、具体化しなかった。 Regarding this problem, it was first attempted to solve the problem by attaching a tether plate made of rubberized cloth to the lower end of the downstream surface of the door body, but the gap between the lower end portion of the door body and the tether plate when the door body collapsed. Since earth and sand and flutes enter the door, it not only becomes an obstacle to the raising and lowering operation of the door body, but also has a new problem that the tether is damaged, and it has not been materialized.

そこで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、扉体の止水板の高さの途中の適当な位置において、扉体下端に平行な止水板の上流面の折曲線を設け、折曲線より下方では、折曲線より上方の止水板の上流面と同一の平面を上流面とする鋼板を導流板として取り付けることにより、扉体の折曲線より上方の止水板と導流板の上流面がほぼ一枚の鋼板であるようにして、扉体が倒伏したときに、この上流面が下流方向への緩やかな排水勾配となる姿勢にすれば、折曲線より下方の止水板の下流面は下流側ほど(折曲線に近くなるほど)高くなることを利用して、下端の鋼板の余分な厚さや繋留板とその押え板の厚を空気袋や引留帯を格納する空間として活用するようにした。 Therefore, in the pneumatic undulation gate of the present invention, in order to solve this problem, the upstream surface of the water stop plate parallel to the lower end of the door body is folded at an appropriate position in the middle of the height of the water stop plate of the door body. A curved line is provided, and below the folding line, the water stop above the folding line of the door body is attached by attaching a steel plate having an upstream surface that is the same plane as the upstream surface of the water blocking plate above the folding line. If the upstream surface of the plate and the flow guide plate is almost a single steel plate, and the door body falls, if this upstream surface has a gentle drainage gradient in the downstream direction, Utilizing the fact that the downstream side of the lower water stop plate becomes higher toward the downstream side (closer to the folding line), the excess thickness of the steel plate at the lower end and the thickness of the tether and its presser plate can be It was used as a storage space.

すなわち、扉体の上流面の下端部に取付けたゴム引布製の繋留板の直上部の止水板の上流面において、繋留板の厚とその押え板の厚との合計厚に相当する幅を有する細長い鋼板を、止水板の上流面に直角の姿勢で、扉体下端に平行な方向として扉体の堰幅いっぱいに溶接取付して横リブとし、次に止水板の上流面の横リブより上方の適当位置に定めた扉体の下端に平行な折曲線と横リブの突端とを結ぶ平面を上流面とする鋼板を導流板として横リブと止水板に溶接取付けすると同時に、導流板の上流面を折曲線より上方に延長するとき、折曲線より上方の止水板の上流面と一致するようにする。 That is, the width corresponding to the total thickness of the thickness of the anchoring plate and the thickness of the presser plate on the upstream surface of the water stop plate immediately above the anchoring plate made of rubberized cloth attached to the lower end of the upstream surface of the door body. The long and narrow steel plate is welded to the door body in the direction perpendicular to the upstream surface of the water stop plate in the direction parallel to the lower end of the door body to form a horizontal rib, and then next to the upstream surface of the water stop plate. At the same time, a steel plate having a plane connecting the folding line parallel to the lower end of the door body defined at an appropriate position above the rib and the protruding end of the horizontal rib as an upstream surface is welded to the horizontal rib and the water stop plate as a current guide plate, When the upstream surface of the flow guide plate is extended upward from the folding line, the upstream surface of the water stop plate above the folding line is made to coincide.

このようにすれば、導流板の上流面と折曲線より上方の止水板の上流面が一枚の鋼板のような状況であるから、扉体が倒伏してこの上流面が下流方向に緩やかな排水勾配を有する姿勢となった時には、折曲線における折曲角の効果により折曲線より下方の止水板の下流面は、上流から下流に行くにしたがって(扉体下端から折曲線方向に行くにしたがって)高さを増すので、コンクリートの床面との間に空気袋や引留帯を格納するために必要な空間が容易に確保できるのである。 In this way, since the upstream surface of the flow guide plate and the upstream surface of the water stop plate above the folding line are in the state of a single steel plate, the door body falls down and this upstream surface is in the downstream direction. When the posture has a gentle drainage gradient, the downstream surface of the water stop plate below the folding line moves from upstream to downstream (in the direction of the folding line from the lower end of the door body) due to the effect of the bending angle on the folding line. The height increases (as you go), so you can easily secure the space needed to store air bags and cable ties with the concrete floor.

このようにすれば、倒伏した扉体の上流面を流下する水が繋留板固定位置より下流の段落によって乱れることがなく、緩やかに流れて水音を小さくする効果がある。
また、止水板の下端付近の鋼板の厚を大きくする強度上の必要や、繋留板とその押え板を止水板の下端の上流面に取付する構造上の必要のためにゲート部分の河床落差が大きくなる特性を軽減する効果があり、勾配の緩やかな河川や用水路に設置する場合に下部工の工事費用を軽減する効果が得られた。
If it does in this way, the water which flows down the upstream surface of the fallen door body will not be disturbed by the paragraph downstream from a tether plate fixing position, but it has the effect of making it flow gently and making water sound small.
In addition, the riverbed of the gate part is necessary for the strength required to increase the thickness of the steel plate near the lower end of the water stop plate and the structure required to attach the tether plate and its holding plate to the upstream surface of the lower end of the water stop plate. It has the effect of reducing the characteristics of large heads, and the effect of reducing construction costs for substructures when installed in rivers and irrigation channels with gentle slopes.

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ならびに図4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る。
Embodiments of a pneumatic undulation gate according to the present invention will be described below in detail with reference to the drawings.
1, 2, 3 and 4 show one embodiment of the pneumatic undulation gate according to the present invention. FIG. 1 is a rear view of the pneumatic undulation gate, and FIG. 3 is a sectional view showing a lying state, and FIG. 4 is an explanatory view of a door body.

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。 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 on the three sides by the main presser plate 3, and one side is opened. The upper edge 1 of the concrete at the bottom of the waterway together with 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 together. The air bag 4 and the anchoring plate 7 are fixed to the bottom of the water channel at the same time as the open side of the air bag 4 is sealed by pressing against the water.

この空気袋4の開いた辺の下方のゴム引布の縁5の端部には、樹脂製のロッド9によって補強繊維の折曲げ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位置から引抜かれないようにする。 At the end portion 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 end which is protected by a resin rod 9 so that the bending radius of the reinforcing fiber is not excessively 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 the edge 5 is not pulled out from the predetermined position.

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げ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13があり、主押え板3の上流の縁の角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。
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げ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16があり、繋留板7の上流の縁8の端にある折返し定着部13の上流端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。
Further, at the end of the upstream edge 8 of the anchoring plate 7, there is an edge-folded fixing portion 13 protected by a resin rod 12 so that the bending radius of the reinforcing fiber is not excessively small, and upstream of the main presser plate 3. It hangs on the corner 14 of the edge so that it is not pulled out from a predetermined position by the tension acting on the anchoring plate 7.
At the same time, at the edge of the edge 6 of the rubberized cloth above the open side of the air bag 4, there is an edge fixing portion 16 which is protected by a resin rod 15 so that the bending radius of the reinforcing fiber is not too small. Then, it is hung on the upstream end 17 of the folded fixing portion 13 at the end of the upstream edge 8 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18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枚のゴム引布の計3枚のゴム引布に強く押し付ければ、空気袋4の開いた辺が密閉されると同時に、空気袋4と繋留板7が水路底のコンクリートの上面1に固定される。 The main presser plate 3 is strongly pressed against a total of three rubberized fabrics including the anchoring plate 7 and the two rubberized fabrics on the open side of the air bag 4 by the nuts 18 screwed into the anchor bolts 2 after being configured in this way. Then, the open side of the air bag 4 is sealed, and at the same time, the air bag 4 and the tether 7 are fixed to the concrete upper surface 1 at the bottom of the water channel.

次に、繋留板7の下流側の縁19を、鋼板製の扉体の下部の厚鋼板20の下端の半円形断面部21に添う位置において、下部の厚鋼板20の上流面に押え板22とボルト23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19の縁端には、樹脂製のロッド24によって補強繊維の折曲げ半径が過小にならないよう保護した縁端の折返し定着部25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, at the position where the edge 19 on the downstream side of the tether plate 7 follows the semicircular cross section 21 at the lower end of the steel plate 20 at the lower part of the steel plate door body, the holding plate 22 is placed on the upstream surface of the lower thick steel plate 20. And a bolt 23, and a steel plate door is tethered to the concrete upper surface 1 at the bottom of the water channel by a tether 7 so as to be raised and lowered.
Also in this case, at the edge of the downstream edge 19 of the anchoring plate 7, there is an edge fixing portion 25 which is protected by a resin rod 24 so that the bending radius of the reinforcing fiber is not too small. It is prevented from being pulled out from a predetermined position by the acting tension.

このように構成すれば、鋼板製の扉体の下部の厚鋼板20の下端の半円形断面部21が、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が膨張すれば下部の厚鋼板20の下流面を押して扉体全体を起立させ、逆に空気袋4が平らに収縮すれば扉体が倒伏することになる。
すなわち、空気袋4は鋼製の扉体の下流側の根元部において枕状に設置されているのである。
If comprised in this way, the semicircular cross-sectional part 21 of the lower end of the thick steel plate 20 of the lower part of the steel plate door body will be placed on the air bag 4 at a position along the downstream edge of the main presser plate 3. Therefore, if the air bag 4 expands, the downstream surface of the lower thick steel plate 20 is pushed to raise the entire door body. Conversely, if the air bag 4 contracts flatly, the door body will fall.
That is, the air bag 4 is installed in a pillow shape at the root portion on the downstream side of the steel door.

図2ならびに図3に示す如く、扉体の下部の厚鋼板20の上流面の下端部に取付けたゴム引布製の繋留板7の下流の縁19の折返し定着部25の直上部において、繋留板7の下流の縁19の厚と押え板22の厚の合計厚にほぼ相当する幅を有する細長い鋼板を扉体の下部の厚鋼板20の上流面に直角の姿勢で、扉体の下端の半円形断面部21に平行な方向に扉体の堰幅いっぱいに溶接取付して横リブ26とする。
一方、横リブ26の取付部より上方においては、扉体の下部の厚鋼板20の上流面を斜めに削って上端の厚を上方の止水板27の厚と同等として溶接接合する。
As shown in FIG. 2 and FIG. 3, in the upper part of the folding fixing part 25 on the downstream edge 19 of the rubberized cloth anchoring plate 7 attached to the lower end of the upstream surface of the thick steel plate 20 at the lower part of the door body, 7 in a posture perpendicular to the upstream surface of the thick steel plate 20 at the lower part of the door body, with a width substantially corresponding to the total thickness of the downstream edge 19 and the thickness of the presser plate 22 in the lower half of the door body. A horizontal rib 26 is formed by welding and mounting the door body in the direction parallel to the circular cross section 21 to the full width of the weir.
On the other hand, above the attachment portion of the lateral rib 26, the upstream surface of the thick steel plate 20 at the lower part of the door body is cut obliquely, and the thickness of the upper end is equal to the thickness of the upper water blocking plate 27 and welded.

この止水板27の下流面が下部の厚鋼板20の下流面の延長上にあるようにして、空気袋4との接触面がほぼ平面状であるようにすると同時に、適当な位置で下端の半円形断面部21に平行な折曲線29において止水板27を折曲げた後に扉体の起立高が確保可能な高さまで延長して下流面の上端に横桁28を取付ける。 The downstream surface of the water stop plate 27 is on the extension of the downstream surface of the lower thick steel plate 20 so that the contact surface with the air bag 4 is substantially flat, and at the same time the lower end After the water stop plate 27 is bent at a folding line 29 parallel to the semicircular cross section 21, the door body is extended to a height at which the standing height of the door body can be secured, and a cross beam 28 is attached to the upper end of the downstream surface.

加えて、下部の厚鋼板20の上流面の横リブ26より上方の部分と止水板27の上流面には、適当な幅と厚とを有する細長い鋼板を上流面に直角な姿勢で、倒伏時に水の流れる方向で溶接取付して縦リブ31として止水板27の縦方向の曲げ剛性を補強し、さらに横リブ26の突端から止水板27の折曲線29に向って導流板30を設けて横リブ26と止水板27に溶接する。
この時止水板27の折曲線29より上方の部分の上流面は導流板30の上流面とほぼ同一平面上にあるようにしてある。
さらに図3に示すように、扉体が倒伏姿勢となり横桁28が倒伏時支持台41に支持された時には、導流板30と止水板27の折曲線29より上方の上流面が下流方向に緩やかな排水勾配を有するようにした。
In addition, an elongated steel plate having an appropriate width and thickness is placed on the upstream side of the lateral rib 26 on the upstream surface of the lower thick steel plate 20 and the upstream surface of the water stop plate 27 in a posture perpendicular to the upstream surface. It is sometimes welded and attached in the direction of water flow to reinforce the longitudinal bending rigidity of the water stop plate 27 as the vertical rib 31, and further from the protruding end of the lateral rib 26 toward the folding line 29 of the water stop plate 27. And welded to the lateral rib 26 and the water stop plate 27.
At this time, the upstream surface of the portion above the folding line 29 of the water stop plate 27 is substantially flush with the upstream surface of the flow guide plate 30.
Further, as shown in FIG. 3, when the door body is in a lying posture and the cross beam 28 is supported by the support table 41 when lying down, the upstream surface above the folding line 29 of the flow guide plate 30 and the water stop plate 27 is in the downstream direction. It had a gentle drainage gradient.

このように構成した上で、空気袋4の下部の口金42に接続した空気管43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44、排気用流量調整弁45、排気放出部46、給気用開閉弁47、給気用流量調整弁48、空気圧縮機49に図1、図2ならびに図3のように接続する。 With this configuration, the air pipe 43 connected to the base 42 at the bottom of the air bag 4 is guided to the land by burying it in the concrete of the water channel, and the exhaust on-off valve 44 of the air operating device, the exhaust flow rate adjustment 1, 2, and 3 are connected to the valve 45, the exhaust discharge section 46, the air supply on / off valve 47, the air supply flow rate adjustment valve 48, and the air compressor 49.

その上で、空気圧縮機49から給気用流量調整弁48、給気用開閉弁47、空気管43、口金42を経由して空気袋4の内部に空気を圧入した結果、空気袋4が膨張して扉体の下流面を押し起して、扉体が起立した状態の断面図が図2であり、扉体上端の横桁28が越流する水を下流に導いて、空気袋4や引留帯32を打たないよう保護している。
この状態を下流から見たのが図1であり、空気袋4が扉体の下流側根元部において枕状に位置して、扉体をほぼ全幅において支持する一方、左右対称位置に取付けた引留帯32が扉体が起立し過ぎないよう引留めている。
Then, as a result of press-fitting air from the air compressor 49 into the air bag 4 via the air supply flow rate adjustment valve 48, the air supply on-off valve 47, the air pipe 43, and the base 42, the air bag 4 is FIG. 2 is a cross-sectional view of the state in which the door body is erected by inflating and pushing the downstream surface of the door body, and the air bag 4 guides the water overflowed by the cross beam 28 at the upper end of the door body to the downstream side. It protects against hitting or the retaining band 32.
FIG. 1 shows this state seen from the downstream side, and the air bag 4 is located in a pillow shape at the downstream base portion of the door body, and supports the door body in almost the entire width, while being attached at a symmetrical position. The belt 32 keeps the door body from standing up too much.

他方、空気圧縮機49を停止し、給気用開閉弁47を閉じ、排気用開閉弁44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整弁45によって制御しつつ、排気放出部46から大気中へ放出した結果、扉体が倒伏した状態の断面図が図3である。
このとき、導流板30の上流面と折曲線29より上方の止水板27の上流面とはほぼ同一平面上にある。
この平面は、扉体上端の横桁28が倒伏時支持台41に支持された時には、緩やかな排水勾配となるので流芥や土砂等が流下する水とともに下流側に安全に排除される。
On the other hand, the air compressor 49 is stopped, the air supply on-off valve 47 is closed, the exhaust on-off valve 44 is opened, and the air having the pressure inside the air bag 4 is controlled by the exhaust flow adjustment valve 45. FIG. 3 is a cross-sectional view of a state where the door body has fallen down as a result of being released from the exhaust emission part 46 into the atmosphere.
At this time, the upstream surface of the flow guide plate 30 and the upstream surface of the water blocking plate 27 above the folding line 29 are substantially on the same plane.
When the horizontal girder 28 at the upper end of the door body is supported by the support table 41 when lying down, this flat surface has a gentle drainage gradient, so that it is safely excluded to the downstream side along with the water that flows down.

また下部の厚鋼板20と止水板27の下流面が下端の半円形断面部21と上端の横桁28に支持されてコンクリート床との間に空間を確保するので、空気袋4と引留帯32並びにその固定部品は倒伏した扉体に押し潰されることなく納まることができる。 Moreover, since the downstream surface of the lower thick steel plate 20 and the water stop plate 27 is supported by the semicircular cross-sectional portion 21 at the lower end and the horizontal girder 28 at the upper end to secure a space between the concrete floor and the air bag 4 and the retaining band. 32 and its fixed parts can be accommodated without being crushed by the overturned door body.

図4は扉体の説明図である。
扉体の下部の厚鋼板20も止水板の一部であるが、接触するゴム引布製の繋留板7や空気袋4が下端で折曲げられる時の曲げ半径をある程度大きくしてゴム引布内部の2次応力が危険な値とならないようにするために板厚を大きくしたものである。
この下部の厚鋼板20の下端の半円形断面部21に平行で下端に近い位置の線上には繋留板7の上流側の縁19を固定するためのボルト23をねじ込む雌ねじ50が並んでおり、その上方には横リブ26が溶接取付けされている。
FIG. 4 is an explanatory diagram of a door body.
The thick steel plate 20 at the lower part of the door body is also a part of the water stop plate, but the rubber radius is increased by increasing the bending radius when the tether 7 and the air bag 4 made of the rubber tension fabric in contact with each other are folded at the lower end. In order to prevent the internal secondary stress from becoming a dangerous value, the plate thickness is increased.
A female screw 50 into which a bolt 23 for fixing the upstream edge 19 of the anchoring plate 7 is screwed is arranged on a line parallel to the semicircular cross section 21 at the lower end of the lower thick steel plate 20 and close to the lower end. Above that, a lateral rib 26 is welded.

横リブ26より上方では、下部の厚鋼板20は上方に向って厚を減少し、下端の半円形断面部21に平行な溶接線53において止水板27と溶接取付けされる。
この時、溶接線53と折曲線29の間の止水板27の下流面は下部の厚鋼板20の下流面と同一平面であるようにして、空気袋4との接触面に乱れのないようにする。
Above the lateral ribs 26, the lower thick steel plate 20 decreases in thickness upward and is welded to the water stop plate 27 at a welding line 53 parallel to the semicircular cross-section 21 at the lower end.
At this time, the downstream surface of the water stop plate 27 between the weld line 53 and the folding line 29 is flush with the downstream surface of the lower thick steel plate 20 so that the contact surface with the air bag 4 is not disturbed. To.

さらに止水板27は、溶接線53より上方の上流面の折曲線29において適当な角度の折曲げを受けた後に、扉体に必要な起立高が確保可能な長さ延長したところで上端とし、下流面に横桁28を取付けされる。
また、下部の厚鋼板20の上流面の横リブ26より上方の部分と止水板27の上流面では、適当な間隔に縦リブ31を溶接取付けして扉体の縦方向の曲げ強度を補強している。
Further, the water stop plate 27 is bent at an appropriate angle in the fold line 29 on the upstream surface above the weld line 53, and then the upper end of the water stop plate 27 is extended to a length that can ensure the standing height required for the door body, A cross beam 28 is attached to the downstream surface.
Further, the vertical rib 31 is welded and attached at an appropriate interval on the upstream surface of the lower thick steel plate 20 above the lateral rib 26 and the upstream surface of the water stop plate 27 to reinforce the vertical bending strength of the door body. is doing.

その上で、横リブ26の突端から止水板27の上流面の折曲線29に到る平面を上流面とする導流板30を横リブ26の突端と止水板27の折曲線29の近くに溶接している。
また止水板27の折曲線29より上方の左右対称位置においては、引留帯32を固定するボルト37のボルト孔52がある。
Then, the flow guide plate 30 with the plane extending from the protruding end of the lateral rib 26 to the folding line 29 of the upstream surface of the water blocking plate 27 as the upstream surface is formed of the folding line 29 of the protruding end of the horizontal rib 26 and the water blocking plate 27. Welding nearby.
A bolt hole 52 of a bolt 37 for fixing the retaining band 32 is provided at a symmetrical position above the folding line 29 of the water stop plate 27.

図5、図6および図7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5は空圧式起伏ゲートの断面図で起立状態を示し、図6は断面図で倒伏状態を示し、図7は扉体の説明図である。 5, 6 and 7 show another embodiment of the pneumatic undulation gate according to the present invention. FIG. 5 is a sectional view of the pneumatic undulation gate and shows a standing state, and FIG. 6 is a sectional view. The lying state is shown, and FIG. 7 is an explanatory view of the door body.

図5および図6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。 5 and 6, the 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 to three sides by the main presser plate 3 into a flat rectangle with one side opened. By pressing together three edges 5 and 6 of the open side of the air bag 4 made of rubberized cloth and the upstream edge 8 of the anchoring plate 7 made of rubberized cloth against the upper surface 1 of the concrete at the bottom of the channel, air is pressed. The air bag 4 and the tether plate 7 are fixed to the bottom of the water channel at the same time as the open side of the bag 4 is sealed.

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げ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位置から引抜かれないようにする。 At the edge of the edge 5 of the rubberized cloth below the open side of the air bag 4, there is an edge fixing portion 10 that is protected by a resin rod 9 so that the bending radius of the reinforcing fiber is not too small. 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 the edge 5 is not pulled out from the predetermined position by the acting tension.

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げ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13があり、主押え板3の上流の縁の角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。
同時に空気袋4の開いた辺の上方のゴム引布の縁6の端部には、樹脂製のロッド15によって補強繊維の折曲げ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16があり、繋留板7の上流の縁8の端にある折返し定着部13の上流端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。
Further, at the end of the upstream edge 8 of the anchoring plate 7, there is an edge-folded fixing portion 13 protected by a resin rod 12 so that the bending radius of the reinforcing fiber is not excessively small, and upstream of the main presser plate 3. It hangs on the corner 14 of the edge so that it is not pulled out from a predetermined position by the tension acting on the anchoring plate 7.
At the same time, at the end portion of the edge 6 of the rubberized cloth above the open side of the air bag 4, there is a folded back fixing portion 16 at the end which is protected by a resin rod 15 so that the bending radius of the reinforcing fiber is not too small. Yes, it is hung on the upstream end 17 of the folded fixing portion 13 at the end of the upstream edge 8 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18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枚のゴム引布の計3枚のゴム引布に強く押し付ければ、空気袋4の開いた辺が密閉されると同時に、空気袋4と繋留板7が水路底のコンクリートの上面1に固定される。 The main presser plate 3 is strongly pressed against a total of three rubberized fabrics including the anchoring plate 7 and the two rubberized fabrics on the open side of the air bag 4 by the nuts 18 screwed into the anchor bolts 2 after being configured in this way. Then, the open side of the air bag 4 is sealed, and at the same time, the air bag 4 and the tether 7 are fixed to the concrete upper surface 1 at the bottom of the water channel.

次に、繋留板7の下流側の縁19を、鋼板製の扉体の厚鋼板による下止水板60の下端の半円形断面部61に添う位置において、下止水板60の上流面に押え板22とボルト23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19の縁端には、樹脂製のロッド24によって補強繊維の折曲げ半径が過小にならないよう保護した縁端の折返し定着部25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 19 on the downstream side of the tether plate 7 is placed on the upstream surface of the bottom water stop plate 60 at a position along the semicircular cross section 61 at the lower end of the bottom water stop plate 60 made of a steel plate thick steel plate. The holding plate 22 and the bolt 23 are fixed, and the door made of steel plate is anchored to the upper surface 1 of the concrete at the bottom of the water channel so as to be raised and lowered by the anchoring plate 7.
Also in this case, at the edge of the downstream edge 19 of the anchoring plate 7, there is an edge fixing portion 25 which is protected by a resin rod 24 so that the bending radius of the reinforcing fiber is not too small. It is prevented from being pulled out from a predetermined position by the acting tension.

このように構成すれば、鋼板製の扉体の下止水板60の下端の半円形断面部61が、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が膨張すれば下止水板60の下流面を押して扉体を起立させ、逆に空気袋4が平らに収縮すれば扉体が倒伏することになる。
すなわち、空気袋4は鋼板製の扉体の下流側の根元部において枕状に設置されているのである。
If comprised in this way, the semicircular cross-sectional part 61 of the lower end of the bottom water stop plate 60 made of a steel plate rests on the air bag 4 at a position along the downstream edge of the main presser plate 3. Therefore, if the air bag 4 expands, the downstream surface of the bottom water stop plate 60 is pushed to raise the door body. Conversely, if the air bag 4 contracts flatly, the door body will fall.
That is, the air bag 4 is installed in the shape of a pillow at the base portion on the downstream side of the door made of steel plate.

図5ならびに図6に示す如く、扉体の下止水板60の上流面の下端部に取付けたゴム引布製の繋留板7の下流の縁19の折返し定着部25の直上部において、繋留板7の下流の縁19の厚と押え板22の厚の合計厚にほぼ相当する幅を有する細長い鋼板を、下止水板60の上流面に直角の姿勢で、扉体の下端の半円形断面部61に平行な方向に扉体の堰幅いっぱいに溶接取付して横リブ62とする。
この横リブ62の上方の下止水板60の上流面の適当位置の、扉体下端の半円形断面部61に平行な上流面の折曲線63より上方において、下止水板60の上流面が適当な角度だけ折れ曲るように削加工し、下止水板60の上端では上止水板64と同じ板厚となるようにしてこの位置を溶接線65と定めて下止水板60と上止水板64とを溶接接合する。
As shown in FIG. 5 and FIG. 6, the anchoring plate is located immediately above the turn-back fixing portion 25 at the downstream edge 19 of the anchoring plate 7 made of rubberized cloth attached to the lower end of the upstream surface of the bottom water stop plate 60 of the door body. 7 is a semicircular cross section of the lower end of the door body in a posture perpendicular to the upstream surface of the bottom water blocking plate 60, with a width substantially corresponding to the total thickness of the downstream edge 19 and the thickness of the holding plate 22. A horizontal rib 62 is formed by welding the door body to the full width of the weir in a direction parallel to the portion 61.
The upstream surface of the bottom water stop plate 60 above the folding line 63 on the upstream surface parallel to the semicircular cross section 61 at the lower end of the door body at an appropriate position on the upstream surface of the bottom water stop plate 60 above the lateral rib 62. Is cut at an appropriate angle, and the upper end of the lower water stop plate 60 has the same thickness as that of the upper water stop plate 64, and this position is defined as a weld line 65. And the upper water stop plate 64 are welded.

この時、上止水板64の上流面が下止水板60の上流面の折曲線63より上方の削加工した上流面を延長した平面であるようにして、扉体の起立高が確保可能な高さまで上止水板64を延長した上で、その下流面の上端に横桁66を取付ける。 At this time, it is possible to secure the standing height of the door body so that the upstream surface of the upper water stop plate 64 is a flat surface extending from the machined upstream surface above the folding line 63 of the upstream surface of the lower water stop plate 60. After extending the upper water stop plate 64 to a certain height, a cross beam 66 is attached to the upper end of the downstream surface.

加えて、横リブ62の突端と下止水板60の上流面に設けた折曲線63とを結ぶ平面を上流面とする鋼板を、横リブ62の突端と下止水板60の上流面に溶接取付けして導流板67とする。この時、導流板67の上流面と、下止水板60の上流面の折曲線63より上方の削加工した上流面ならびに上止水板64の上流面の3つの上流面が同一平面であるようにする。
さらに図6に示すように、扉体が倒伏姿勢となり横桁66が倒伏時支持台41に支持された時には、導流板67と下止水板60の折曲線63より上方の削加工部分ならびに上止水板64の上流面が下流方向に緩やかな排水勾配を有するようにする。
In addition, a steel plate whose upstream surface is a plane connecting the protruding end of the horizontal rib 62 and the folding line 63 provided on the upstream surface of the bottom water stop plate 60 is disposed on the upstream end of the horizontal rib 62 and the upstream surface of the bottom water stop plate 60. A flow guide plate 67 is formed by welding. At this time, the upstream surface of the flow guide plate 67 and the upstream surface of the upstream surface of the upper water blocking plate 64, which are the upper surface of the upstream surface of the upper water blocking plate 64, are the same plane. To be.
Further, as shown in FIG. 6, when the door body is in the lying posture and the cross beam 66 is supported by the support table 41 when lying down, the machining portion above the folding line 63 of the flow guide plate 67 and the bottom water stop plate 60 and The upstream surface of the upper water stop plate 64 has a gentle drainage gradient in the downstream direction.

その結果、下止水板60の下流面と上止水板64の下流面は溶接線65において、折曲線63における下止水板60の上流面の折曲り角と同一角度で折曲るから、上端を横桁66に支持された上止水板64と下止水板60の下流面はコンクリート床面との間に空間を確保することになり、空気袋4と引留帯32ならびにその部品類は、倒伏した扉体に押し潰されることなく、この確保された空間に格納されるのである。 As a result, the downstream surface of the bottom water stop plate 60 and the downstream surface of the top water stop plate 64 are bent at the same angle as the bending angle of the upstream surface of the bottom water stop plate 60 in the folding line 63 at the weld line 65. The downstream surface of the upper water stop plate 64 and the lower water stop plate 60 supported at the upper end by the cross beam 66 secures a space between the concrete floor surface, and the air bag 4 and the retaining band 32 and its components. Is stored in this secured space without being crushed by the fallen door.

図7は扉体の説明図である。
扉体の下止水板60は、接触するゴム引布製の繋留板7や空気袋4のゴム引布が、下端の半円形断面部61によって折曲げられる時の曲げ半径をある程度大きくして、ゴム引布内部の曲げによる2次応力が危険な値とならなくするために板厚を大きくして半円形断面部61の半円形の半径を大きくするためと同時に、空気袋4に支持されて起立した時に発生する曲げモーメントによる曲げ応力度を許容値以下とするために厚い鋼板を使用している。
これに対し、上止水板64は、作用する曲げモーメントが小さいので比較的厚さの薄い鋼板としている。
下止水板60の下端の半円形断面部61に平行で下端に近い位置の線上には繋留板7の上流側の縁19を固定するためのボルト23をねじ込む雌ねじ68が並んでおり、その上方には横リブ62が溶接取付けされている。
FIG. 7 is an explanatory diagram of a door body.
The bottom water stop plate 60 of the door body increases the bending radius when the tether 7 made of rubberized cloth and the rubberized cloth of the air bag 4 are bent by the semicircular cross section 61 at the lower end to some extent, In order to prevent the secondary stress due to bending inside the rubberized cloth from becoming a dangerous value, the sheet thickness is increased to increase the semicircular radius of the semicircular cross section 61 and at the same time supported by the air bag 4. A thick steel plate is used to keep the bending stress due to the bending moment generated when standing up to a permissible value.
On the other hand, the upper water stop plate 64 is a steel plate having a relatively small thickness because the acting bending moment is small.
A female screw 68 for screwing a bolt 23 for fixing the upstream edge 19 of the anchoring plate 7 is arranged on a line parallel to the semicircular cross section 61 at the lower end of the bottom water blocking plate 60 and close to the lower end. A lateral rib 62 is welded to the upper side.

さらに横リブ62の先端から下止水板60の上方の上流面に設けた折曲線63にかけては導流板67が溶接取付けされ、その上方の削加工された上流面の先端の溶接線65において上止水板64と溶接接合される。
この時、導流板67の上流面、下止水板60の削加工された上流面、ならびに上止水板64の上流面は同一平面上にあるようにする。これは、折曲線63の位置と折曲り角を適当に選択することにより可能となる。
扉体の両側には、側面水密ゴムを取り付けるためのボルトをねじ込む雌ねじ69が縦1列に並んでおり、また溶接線の上方には引留帯32を扉体に固定するボルト37のボルト孔70がある。
Further, a flow guide plate 67 is welded from a front end of the lateral rib 62 to a folding line 63 provided on the upstream surface above the bottom water stop plate 60, and a weld line 65 at the front end of the upstream surface that has been machined is welded. The upper water stop plate 64 is welded and joined.
At this time, the upstream surface of the flow guide plate 67, the upstream surface of the lower water stop plate 60 that has been machined, and the upstream surface of the upper water stop plate 64 are on the same plane. This can be achieved by appropriately selecting the position of the folding line 63 and the bending angle.
On both sides of the door body, female screws 69 for screwing bolts for attaching the side watertight rubber are arranged in a vertical row, and above the weld line, bolt holes 70 of bolts 37 for fixing the retaining band 32 to the door body. There is.

図5、図6ならびに図7に示した実施例では扉体には縦リブが存在せず、扉体に作用する水圧力を空気袋4と繋留板7で支持した時に扉体に作用する曲げモーメントに対し、下止水板60と上止水板64の板厚による断面係数で対抗するので、扉体は比較的重量が大きくなるけれど、構造が簡単で加工工数が少なく、小形の起伏ゲートに適用すれば経済的に優れたものとなる。 In the embodiment shown in FIGS. 5, 6 and 7, there is no vertical rib in the door body, and the bending which acts on the door body when the water pressure acting on the door body is supported by the air bag 4 and the tether 7. The moment is countered by the section modulus due to the thickness of the bottom water stop plate 60 and the top water stop plate 64, so the door body is relatively heavy, but the structure is simple, the number of processing steps is small, and the small relief gate If it is applied, it will be economically superior.

この発明の空圧式起伏ゲートでは、ゲートの上流と下流の河床の落差を大きくすることが困難な緩やかな勾配の河川や用水路において、許容される河床落差を最大限に利用して、扉体が空気袋や引留帯を下流側根元部の空間に収容して保護するので、空圧式起伏ゲートの応用範囲を大きく広げることが可能である。 In the pneumatic undulation gate of the present invention, in a gently sloping river or irrigation channel where it is difficult to increase the head of the river bed upstream and downstream of the gate, the door body is used by maximizing the allowable river bed head. Since the air bag and the retaining band are accommodated and protected in the space at the downstream base portion, the application range of the pneumatic undulation gate can be greatly expanded.

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 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. 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. 扉体の説明図である。It is explanatory drawing of a door body.

符号の説明Explanation of symbols

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 折返し定着部
11 角
12 ロッド
13 折返し定着部
14 角
15 ロッド
16 折返し定着部
17 上流端
18 ナット
19 縁
20 下部の厚鋼板
21 半円形断面部
22 押え板
23 ボルト
24 ロッド
25 折返し定着部
26 横リブ
27 止水板
28 横桁
29 折曲線
30 導流板
31 縦リブ
32 引留帯
33 アンカーボルト
34 押え板
35 ロッド
36 折返し定着部
37 ボルト
38 押え板
39 ロッド
40 折返し定着部
41 倒伏時支持台
42 口金
43 空気管
44 排気用開閉弁
45 排気用流量調整弁
46 排気放出部
47 給気用開閉弁
48 給気用流量調整弁
49 空気圧縮機
50 雌ねじ
51 雌ねじ
52 ボルト孔
53 溶接線
60 下止水板
61 半円形断面部
62 横リブ
63 折曲線
64 上止水板
65 溶接線
66 横桁
67 導流板
68 雌ねじ
69 雌ねじ
70 ボルト孔
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 end 18 Nut 19 Edge 20 Lower thick steel plate 21 Semicircular cross section 22 Presser plate 23 Bolt 24 Rod 25 Folding fixing portion 26 Horizontal rib 27 Water stop plate 28 Horizontal girder 29 Folding curve 30 Current guide plate 31 Vertical rib 32 Tying band 33 Anchor bolt 34 Holding plate 35 Rod 36 Folding fixing portion 37 Bolt 38 Pressing plate 39 Rod 40 Folding fixing portion 41 Supporting base 42 at the time of falling 42 Base 43 Air pipe 44 Exhaust on-off valve 45 Exhaust flow control valve 46 Exhaust discharge portion 47 Supply on-off valve 48 Air supply flow adjustment valve 49 Air compressor 50 Female screw 51 Female screw 52 Female screw 52 Bolt hole 53 Weld line 60 Water stop plate 61 Semicircle Cross section 62 Horizontal rib 63 Folding curve 64 Water stop plate 65 Weld line 66 Cross girder 67 Flow guide plate 68 Female screw 69 Female screw 70 Bolt hole

Claims (3)

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と主押え板とによって、ゴム引布製の帯状の繋留板の上流側の縁を水路底のコンクリートの上面に固定すると同時に、下流側の縁を鋼製の扉体の上流面の下端部にボルトと押え板によって固定することによって、扉体を水路の底に起伏自在に繋留すると同時に、コンクリートと扉体下部の間の漏水を防止し、
加えて、鋼製の扉体の下流側の根元部に設置した枕状の空気袋に、陸上の空気操作装置から空気管を接続して、圧縮空気を空気袋に送入すれば、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、
扉体の上流面の下端部に取付けたゴム引布製の繋留板の下流側の縁の直上部の止水板の上流面において、
繋留板の厚とその押え板の厚との合計厚に相当する幅を有する細長い鋼板を、止水板の上流面に直角の姿勢で扉体下端に平行な方向として扉体の堰幅いっぱいに溶接取付して横リブとなし、止水板の上流面の横リブより上方の適当位置に定めた、上流面の扉体下端に平行な折曲線と横リブの突端とを結ぶ平面を上流面とする鋼板を、導流板として横リブと止水板に溶接取付すると同時に、導流板の上流面の延長の平面が、折曲線より上方の止水板の上流面より下流側に位置しないよう折曲線における止水板の上流面の折曲角を選択し、
このことにより、扉体が倒伏して、導流板の上流面と折曲線より上方の止水板の上流面が、下流方向に緩やかな排水勾配となった時には、折曲線における折曲角の効果により、折曲線より下方の止水板の下流面が、上流から下流に行くにしたがって高さを増すことになり、コンクリートの床面との間に空気袋や引留帯を格納するために必要な空間が容易に確保されるようにしたことを特徴とする空圧式起伏ゲート。
The upstream edge of the rubber-bound fabric strip-shaped anchoring plate is fixed to the concrete top surface of the water channel at the downstream side by anchor bolts and main presser plates installed side by side across the bottom of the water channel having a rectangular cross section. By fixing the edge of the door to the lower end of the upstream surface of the steel door body with bolts and a retainer plate, the door body can be tethered to the bottom of the water channel while preventing water leakage between the concrete and the lower part of the door body. And
In addition, if a compressed air is sent to the air bag by connecting an air pipe from a land air operating device to a pillow-shaped air bag installed at the base of the downstream side of the steel door body, the air bag In the pneumatic hoisting gate where the air bag is flattened and the door body is laid down if the air with pressure is discharged from the air bag, and the air bag shrinks flatly,
On the upstream surface of the water stop plate just above the edge of the downstream side of the anchoring plate made of rubberized cloth attached to the lower end of the upstream surface of the door body,
A long and narrow steel plate with a width corresponding to the total thickness of the tether plate and the presser plate is placed at a right angle to the upstream surface of the water stop plate and parallel to the lower end of the door to fill the weir width of the door. Welded and installed as a horizontal rib, the plane connecting the folding line parallel to the lower end of the door body on the upstream surface and the protruding end of the horizontal rib, set at an appropriate position above the horizontal rib on the upstream surface of the water stop plate At the same time, the steel plate to be welded and attached to the horizontal rib and the water stop plate as a flow guide plate, the extension plane of the upstream surface of the flow guide plate is not located downstream from the upstream surface of the water stop plate above the folding line. Select the bending angle of the upstream surface of the water stop plate in the bending curve,
As a result, when the door body falls down and the upstream surface of the flow guide plate and the upstream surface of the water blocking plate above the folding curve have a gentle drainage gradient in the downstream direction, the bending angle in the folding curve Due to the effect, the height of the downstream surface of the waterstop plate below the folding line increases as it goes from upstream to downstream, and is necessary for storing air bags and retaining zones between the floor of the concrete. Pneumatic undulation gate characterized in that a large space is easily secured.
請求項1の空圧式起伏ゲートにおいて、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の、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雌ねじにねじ込むボルトと主押え板とによって、ゴム引布製の繋留板の上流側の縁を水路底のコンクリートの上面に固定したことを特徴とする空圧式起伏ゲート。 The pneumatic undulation gate according to claim 1, wherein the bolt is screwed into the female screw installed side by side on the anchor hardware installed across the bottom of the water channel, instead of the anchor bolt installed side by side across the bottom of the water channel having a rectangular cross section. A pneumatic relief gate characterized in that the upstream edge of the tether made of rubberized cloth is fixed to the upper surface of the concrete at the bottom of the water channel by the main presser plate. 請求項1または2の空圧式起伏ゲートにおいて、ゲート幅の小さい(6m以下程度)空圧式起伏ゲートを扉体の回転中心の延長方向に並べて設置することにより、幅の大きい水路の起伏ゲートとしたことを特徴とする空圧式起伏ゲート。
3. A pneumatic undulation gate according to claim 1 or 2, wherein a pneumatic undulation gate having a small gate width (about 6 m or less) is arranged side by side in the extending direction of the rotation center of the door body, thereby forming a undulation gate of a wide water channel. Pneumatic undulation gate characterized by that.
JP2006096261A 2006-03-31 2006-03-31 Pneumatic undulation gate Active JP4587225B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006096261A JP4587225B2 (en) 2006-03-31 2006-03-31 Pneumatic undulation gate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006096261A JP4587225B2 (en) 2006-03-31 2006-03-31 Pneumatic undulation gate

Publications (3)

Publication Number Publication Date
JP2007270475A true JP2007270475A (en) 2007-10-18
JP2007270475A5 JP2007270475A5 (en) 2007-12-06
JP4587225B2 JP4587225B2 (en) 2010-11-24

Family

ID=38673562

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006096261A Active JP4587225B2 (en) 2006-03-31 2006-03-31 Pneumatic undulation gate

Country Status (1)

Country Link
JP (1) JP4587225B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109137845A (en) * 2018-06-08 2019-01-04 中国电建集团贵阳勘测设计研究院有限公司 A kind of microstome one piece casting type plane fixed wheel bulkhead gate

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004124448A (en) * 2002-10-01 2004-04-22 Akio Iida Pneumatic roof gate
JP2005200988A (en) * 2004-01-19 2005-07-28 Akio Iida Pneumatically-operated roof gate
JP2005344469A (en) * 2004-06-07 2005-12-15 Hokoku Kogyo Co Ltd Undulation weir device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004124448A (en) * 2002-10-01 2004-04-22 Akio Iida Pneumatic roof gate
JP2005200988A (en) * 2004-01-19 2005-07-28 Akio Iida Pneumatically-operated roof gate
JP2005344469A (en) * 2004-06-07 2005-12-15 Hokoku Kogyo Co Ltd Undulation weir device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109137845A (en) * 2018-06-08 2019-01-04 中国电建集团贵阳勘测设计研究院有限公司 A kind of microstome one piece casting type plane fixed wheel bulkhead gate
CN109137845B (en) * 2018-06-08 2024-04-23 中国电建集团贵阳勘测设计研究院有限公司 Small-hole integral casting type plane fixed wheel overhaul gate

Also Published As

Publication number Publication date
JP4587225B2 (en) 2010-11-24

Similar Documents

Publication Publication Date Title
JP4548807B2 (en) Pneumatic undulation gate
JP4587225B2 (en) Pneumatic undulation gate
JP4542919B2 (en) Pneumatic undulation gate
JP3882124B2 (en) Pneumatic undulation gate
JP4410660B2 (en) Pneumatic undulation gate
JP3546383B2 (en) Undulating gate
JP3988071B2 (en) Inverted trapezoidal undulation gate
KR101158320B1 (en) Collapsible type movable weir
JP4342127B2 (en) Inverted trapezoidal undulation gate
KR200316356Y1 (en) Guide flowing water for air pressure type movable
JP4147855B2 (en) Rolling gate
JP3546380B2 (en) Undulating gate
JP4400916B2 (en) Pneumatic undulation gate
JP3656769B2 (en) Inflatable waterproof fence device
KR200340987Y1 (en) Air type weir that low level water is discharged easily and fishway is formed
JP3760337B2 (en) Inverted trapezoidal undulation gate
JP2004124448A (en) Pneumatic roof gate
JP4103046B2 (en) Pneumatic undulation gate
JP4424603B2 (en) Pneumatic undulation gate
JP2005344469A (en) Undulation weir device
JP3496146B2 (en) Tide gate
JP4351918B2 (en) Pneumatic undulation gate
JP2002309548A (en) Tide gate
JP4096708B2 (en) Rolling gate
EP1362145B1 (en) Embankment device for delimiting collection of liquid upon for example flood

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20071022

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20081229

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20091130

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20091202

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100107

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100803

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100901

R150 Certificate of patent or registration of utility model

Ref document number: 4587225

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130917

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250