JP3463980B2 - Automatically undulating gate - Google Patents
Automatically undulating gateInfo
- Publication number
- JP3463980B2 JP3463980B2 JP21309198A JP21309198A JP3463980B2 JP 3463980 B2 JP3463980 B2 JP 3463980B2 JP 21309198 A JP21309198 A JP 21309198A JP 21309198 A JP21309198 A JP 21309198A JP 3463980 B2 JP3463980 B2 JP 3463980B2
- Authority
- JP
- Japan
- Prior art keywords
- gate
- door body
- water
- state
- downstream
- 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.)
- Expired - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 6
- 238000011144 upstream manufacturing Methods 0.000 claims 3
Landscapes
- Barrages (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、感潮区間等の河川
を横断して、防潮並びに用水貯水兼用で設置される浮体
式起伏型ゲートに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating type undulating gate installed across a river such as a tidal section for both tidal protection and water storage.
【0002】[0002]
【従来の技術】感潮区間の河川には、潮の遡上を自動的
に、且つ無動力で防止するため、河川を横断して浮体式
起伏型ゲートを設置してきた。このゲートは下流側水位
の上昇に伴い、扉体本体に作用する浮力又は水圧で自動
的に起立し、下流側の水が上流側に進入することを防止
する構造となっている。また、このゲートに別に油圧シ
リンダー装置、又はワイヤー巻取り式開閉装置を取り付
け、任意に扉体を起立させることによりゲート上流側に
農業用水、生活用水等の目的で河川水を貯水できる機能
をつけて使用してきた。2. Description of the Related Art A floating body type undulating gate has been installed across a river in a tidal section in order to prevent the tide from going up automatically and without power. This gate has a structure that automatically rises due to buoyancy or water pressure acting on the door body as the water level on the downstream side rises, and prevents water on the downstream side from entering the upstream side. In addition, a hydraulic cylinder device or a wire winding type opening / closing device is separately attached to this gate, and a function to store river water for the purpose of agricultural water, domestic water, etc. is provided upstream of the gate by arbitrarily raising the door. I have been using it.
【0003】[0003]
【発明が解決しようとする課題】これまでの技術では、
下流側水位の上昇による扉体の起立動作と、油圧シリン
ダー装置又はワイヤー巻取り式開閉装置による起立動作
は別個の機能として設定されてきた。従って、下流側水
位の上昇によって起立した扉体は、下流側水位の下降と
同時に倒伏する機構となっている。貯水を目的として扉
体を起立させるためには別途の操作が必要となる。ま
た、油圧シリンダー、ワイヤー巻取り式開閉装置には扉
体に作用する浮力に対して関連性がないため、河川の増
水時、上流側水が下流側へ流れるときでも、下流側水位
が一定量あると扉体は水中で浮遊する状態となり、河川
を流下してきた塵芥等が扉体に絡み、河川の円滑な洪水
流下機能を阻害する恐れがある。[Problems to be Solved by the Invention]
The stand-up operation of the door body due to the rise of the water level on the downstream side and the stand-up operation by the hydraulic cylinder device or the wire winding type opening / closing device have been set as separate functions. Therefore, the door body that has been erected by the rise of the downstream water level has a mechanism that collapses at the same time when the downstream water level falls. A separate operation is required to raise the door for the purpose of storing water. In addition, since the hydraulic cylinder and wire-winding switchgear are not related to the buoyancy acting on the door, even if the upstream water flows to the downstream side when the water level in the river increases, the downstream water level remains constant. If so, the door body floats in the water, and dust and the like that have flowed down the river may be entangled with the door body, impeding the smooth flood flow function of the river.
【0004】図12〜図15に従来の浮体式起伏型ゲー
トの一般図を示す。35は浮体式扉体、36は油圧シリ
ンダー(プランジャー型)、37は側部戸当金物、38
は支承金物、39は起立上限ストッパー、40は油圧操
作装置である。図12は下流側の水位により起立してい
る状態を示す。扉体と油圧シリンダーは連結されていな
いため、扉体は下流側水位による浮力・水圧により自由
に起立出来る。12 to 15 are general views of conventional floating type undulating gates. 35 is a floating type door body, 36 is a hydraulic cylinder (plunger type), 37 is a side door fitting, 38
Is a bearing metal, 39 is a standing upper limit stopper, and 40 is a hydraulic operating device. FIG. 12 shows a state of standing upright by the water level on the downstream side. Since the door body and hydraulic cylinder are not connected, the door body can stand freely due to buoyancy and water pressure due to the downstream water level.
【0005】図13は下流側水位が下降したため浮力が
消失し、扉体が倒伏した状態を示す。図14は上流側に
河川水を貯水するため、油圧操作装置を操作し、油圧シ
リンダーを伸ばし、ゲートを起立させた状態を示す。図
15は上下流水位バランスによって扉体が水中で浮遊し
ている状態を示す。上流側水位が上昇しても下流側に一
定の水位があるとゲートは完全倒伏せず、中間起立状態
で上下流水位の変動で浮遊する。この状態は河川の洪水
時、流下断面を阻害することとなる。また、流下塵芥等
が扉体に絡まるなど、河川の良好な洪水排水機能の障害
となる。FIG. 13 shows a state in which the buoyancy has disappeared because the water level on the downstream side has dropped, and the door body has fallen down. FIG. 14 shows a state in which the hydraulic operating device is operated, the hydraulic cylinder is extended, and the gate is erected in order to store river water on the upstream side. FIG. 15 shows a state where the door body floats in the water due to the balance between the upstream and downstream water levels. Even if the water level on the upstream side rises, if there is a certain water level on the downstream side, the gate will not completely lie down, but will float due to fluctuations in the upstream and downstream water levels in the intermediate standing state. This condition obstructs the downflow section when the river is flooded. In addition, the flow of dust and debris is entangled in the door, which hinders the good flood drainage function of the river.
【0006】本発明は、下流側水位が上昇することで自
動的に、且つ無動力起立し、またその起立状態を任意操
作なしで保持しうる機能を持つと同時に、河川増水時、
任意の操作により強制的に扉体を河床に倒伏させ、河川
の流下断面阻害を起こさない自動作動起伏式ゲートを提
供することを目的とする。The present invention has a function of automatically and unpowered standing by the rise of the downstream water level, and the ability to maintain the standing state without any operation.
It is an object of the present invention to provide an automatically operated undulating gate that does not obstruct the flow section of a river by forcibly causing the door body to lie down on the riverbed by an arbitrary operation.
【0007】[0007]
【課題を解決するための手段】前記課題を解決するた
め、本発明の自動作動起伏式ゲートは、感潮区間等の河
川を横断して設置され、下流側水位の上昇に伴い扉体に
発生する浮力を利用してゲートを起立させ、潮の遡上等
ゲート下流水が上流側へ進入することを防止し、且つ、
水路側部に設けた作動装置室内に、扉体回転作動用駆動
軸に取り付けられたトルクアームに、両ロッド式油圧シ
リンダーを取り付け、通常起立方向への作動のみを自由
に行えるように逆止め弁を有する油圧回路を設定するこ
とにより、下流側水位の上昇による扉体の起立動作は自
由に行い、そのまま起立した状態を保持して上流側に貯
水することを可能としたものである。前記油圧回路の逆
止め弁に、下流側水位が所定レベル以上になったとき、
あるいは予めプログラムされた時間に作動して起立状態
の前記扉体を傾斜状態に開門するための手段を設けたも
のとすることができる。また、前記油圧回路に、手動操
作により作動して起立状態の前記扉体を傾斜状態に開門
するための手段を設けたものとすることができる。In order to solve the above-mentioned problems, the automatic operation undulating gate of the present invention is installed across a river such as a tidal section, and is generated in the door body as the downstream water level rises. The buoyancy is used to erect the gate to prevent water downstream from the gate from entering the upstream side, such as when the tide runs up, and
A double-rod hydraulic cylinder is attached to the torque arm attached to the drive shaft for rotating the door body in the actuator chamber provided on the side of the waterway, and a check valve is provided so that only the normal rising direction can be freely performed. By setting the hydraulic circuit having the above, it is possible to freely perform the standing operation of the door body due to the rise of the water level on the downstream side, keep the standing state as it is, and store water in the upstream side. In the check valve of the hydraulic circuit, when the water level on the downstream side exceeds a predetermined level,
Alternatively, it is possible to provide means for opening the door body in a standing state in an inclined state by operating at a preprogrammed time. Further, the hydraulic circuit may be provided with a means for opening the door body in a standing state in an inclined state by being manually operated.
【0008】[0008]
【発明の実施の形態】本発明においては、水路側部に設
けた作動装置室内に、浮体式起伏型扉体を回転駆動させ
るための駆動軸に取り付けたトルクアーム、このトルク
アームに両ロッド式油圧シリンダーを取り付け設置す
る。油圧シリンダーはトラニオン式で強固な架台に取り
付ける。この両ロッド式油圧シリンダーは、前後のロッ
ド径が等しく作られ、ロッド伸縮により排出される油量
と供給される油量が等しくなるようにし、油圧シリンダ
ーにつながる油圧回路には、任意に油圧シリンダーを伸
縮させる操作回路の外、通常、扉体が起立する方向にの
み油圧シリンダーが自由に作動することができるよう、
油圧シリンダーの前後回路を一方向制御弁で結んだ回路
を設ける。この機構により、下流側水位が上昇すること
で自動的に、且つ無動力起立し、また、その起立状態を
任意操作なしで保持しうる機能を持つと同時に、任意の
起立・倒伏操作が可能で河川増水時には強制的に扉体を
河床に倒伏させ、河川の流下断面阻害を起こさない自動
作動起伏式ゲートを提供することができる。BEST MODE FOR CARRYING OUT THE INVENTION According to the present invention, a torque arm attached to a drive shaft for rotationally driving a floating body type undulating door member in an actuator chamber provided on the side of a water channel, and a double rod type torque arm. Install and install the hydraulic cylinder. The hydraulic cylinder is a trunnion type, which is mounted on a strong base. These double rod hydraulic cylinders are made to have the same front and rear rod diameters so that the amount of oil discharged by the expansion and contraction of the rods will be equal to the amount of oil supplied, and the hydraulic circuit connected to the hydraulic cylinders will have an arbitrary hydraulic cylinder. In addition to the operation circuit that expands and contracts, the hydraulic cylinder can normally operate freely only in the direction in which the door stands.
A circuit in which the front and rear circuits of the hydraulic cylinder are connected by a one-way control valve is provided. By this mechanism, the water level on the downstream side rises, and it automatically and unpoweredly stands up, and it has the function of holding the standing state without any operation, and at the same time, it is possible to perform any standing up and down operation. It is possible to provide an automatically operating undulating gate that does not obstruct the flow section of the river by forcing the door body to lie down on the riverbed when the river is flooded.
【0009】[0009]
【実施例】以下本発明の実施例について説明する。図1
及び図2は本発明自動作動起伏式ゲートの概要図であ
る。図1(a)は水路部側断面図、(b)は作動装置室
内の断面図、図2(a)は下流側から見た水路部の正面
図、(b)は自動転倒装置部分の断面図である。これら
の図の中で、1は浮体式起伏型扉体、2は支承金物、3
は駆動軸、4はトルクアーム、5は軸受金物、6は両ロ
ッド式油圧シリンダー、7はロッド先端金物、8はトラ
ニオン式油圧シリンダー架台、9は側部戸当金物、10
は底部金物、11は側部水密ゴム、12は底部水密ゴ
ム、13は駆動軸部水密装置、14は起立上限ストッパ
ー、15は作動装置室、16は油圧操作装置、17は自
動転倒装置、18は導水管、19は導水管スクリーンを
示す。EXAMPLES Examples of the present invention will be described below. Figure 1
2 and FIG. 2 are schematic views of the automatic operation undulating gate of the present invention. 1 (a) is a sectional view of the water channel portion, (b) is a sectional view of the actuator chamber, FIG. 2 (a) is a front view of the channel portion seen from the downstream side, and (b) is a sectional view of the automatic tipping device portion. It is a figure. In these figures, 1 is a floating type undulating door, 2 is a support metal, 3
Is a drive shaft, 4 is a torque arm, 5 is a bearing metal fitting, 6 is a double rod type hydraulic cylinder, 7 is a rod end metal fitting, 8 is a trunnion type hydraulic cylinder mount, 9 is a side door fitting, 10
Is a bottom metal fitting, 11 is a side watertight rubber, 12 is a bottom watertight rubber, 13 is a drive shaft watertight device, 14 is a standing upper limit stopper, 15 is an actuator chamber, 16 is a hydraulic operating device, 17 is an automatic tipping device, 18 Is a water conduit, and 19 is a water conduit screen.
【0010】図3〜図6は油圧回路図を示す。これらの
図の中で20は油タンク、21は油ポンプ、22は操作
レバーによって操作される3位置4接続方向制御弁、2
3は同じく操作レバーによって操作される2ポート2位
置切換弁、24,25は逆止め弁(インラインチェック
弁)、26は手動切換逆止弁、27はフロート装置(上
流側水位の変動に対応する)、28はリリーフ弁、29
は圧力計、30はストップ弁、31はラインフィルタ
ー、32はストレーナーを示す。また、フロート装置2
7とリリーフ弁28の組合せで図1の自動転倒装置17
をなし、フロート27の上昇で手動切換逆止弁26を開
放する機構となっている。3 to 6 show hydraulic circuit diagrams. In these figures, 20 is an oil tank, 21 is an oil pump, 22 is a 3-position 4-connection directional control valve operated by an operation lever, 2
3 is a 2-port 2-position switching valve that is also operated by the operating lever, 24 and 25 are check valves (in-line check valves), 26 is a manual switching check valve, and 27 is a float device (corresponding to fluctuations in upstream water level). ), 28 is a relief valve, 29
Is a pressure gauge, 30 is a stop valve, 31 is a line filter, and 32 is a strainer. In addition, the float device 2
7 and the relief valve 28 in combination, the automatic tipping device 17 of FIG.
The manual switching check valve 26 is opened by raising the float 27.
【0011】図4は下流側水位により扉体1が自動起立
をなすときの回路図を示す。このとき、方向制御弁22
は中立の状態にあり、切換弁23は開放されている。扉
体1の起立回転により油圧シリンダーを伸ばす方向に力
が作用するため、油圧シリンダーa室の作動油は排出さ
れ、(ア)ラインを通じて油圧シリンダーb室に供給さ
れる。この結果、油圧シリンダーのピストンロッドは自
由に伸びることができる。しかしながら、この回路で
は、b室の作動油は逆止め弁24、26によって流出で
きない状態となっているため、縮み方向に作動すること
ができない。従って、下流側水位が下降し、浮力又は水
圧が消滅しても、扉体は倒伏しない。FIG. 4 shows a circuit diagram when the door body 1 automatically stands up by the water level on the downstream side. At this time, the directional control valve 22
Is in a neutral state, and the switching valve 23 is open. Since a force acts in the direction of extending the hydraulic cylinder by the standing rotation of the door body 1, the hydraulic oil in the hydraulic cylinder a chamber is discharged and supplied to the hydraulic cylinder b chamber through the (a) line. As a result, the piston rod of the hydraulic cylinder is free to extend. However, in this circuit, the hydraulic oil in the b chamber cannot flow out due to the check valves 24 and 26, and therefore cannot operate in the contracting direction. Therefore, even if the downstream water level drops and the buoyancy or water pressure disappears, the door body does not fall down.
【0012】図5はゲートが上流側水位の上昇により自
動転倒をするときの回路図を示す。上流側水位が上昇す
ると、フロート27が上昇し、逆止め弁26を開放す
る。油圧シリンダーはトルクアームによって縮み方向に
力が作用しているので、油圧シリンダーb室の作動油は
(イ)ライン(逆止め弁26の回路)を通って排出さ
れ、油圧シリンダーa室には(ウ)ラインを通って作動
油が供給される。この回路によりゲートは上流側水位が
下降してフロート27により逆止め弁26が閉鎖される
か、又は上下流水位による水圧バランスでトルクアーム
作用力が失われる状態まで転倒する。FIG. 5 shows a circuit diagram when the gate automatically falls due to a rise in the upstream water level. When the upstream water level rises, the float 27 rises and opens the check valve 26. Since the force acts on the hydraulic cylinder in the direction of contraction by the torque arm, the hydraulic oil in the hydraulic cylinder b chamber is discharged through the (a) line (the circuit of the check valve 26) and in the hydraulic cylinder a chamber ( C) Hydraulic oil is supplied through the line. This circuit causes the gate to fall to a state where the upstream water level is lowered and the check valve 26 is closed by the float 27, or the torque arm acting force is lost due to water pressure balance due to the upstream and downstream water levels.
【0013】図6(a)はゲートを強制的に倒伏させる
ときの回路図を示す。切換弁23を閉鎖し、方向制御弁
22を操作して油圧ポンプ21で(エ)ラインを通じて
作動油を油圧シリンダーa室に供給し、同時に(オ)ラ
インを通じて油圧シリンダーb室の作動油を油タンク2
0へ戻し、強制的に油圧シリンダーを縮めゲートを倒伏
させる。図6(b)は図6(a)の逆操作回路で、方向
制御弁22を図6(a)とは逆方向へ操作し、油圧ポン
プ21で(カ)ラインを通じて作動油を油圧シリンダー
b室に供給し、(キ)ラインを通じて油圧シリンダーa
室の作動油を油タンク20に戻し、強制的に油圧シリン
ダーを伸ばして、ゲートを起立させる。FIG. 6A shows a circuit diagram when the gate is forcibly collapsed. The switching valve 23 is closed and the direction control valve 22 is operated to supply the hydraulic oil to the hydraulic cylinder a chamber through the (d) line by the hydraulic pump 21, and at the same time the hydraulic oil in the hydraulic cylinder b chamber is supplied through the (e) line. Tank 2
Return to 0, forcibly contract the hydraulic cylinder and lay down the gate. 6B is a reverse operation circuit of FIG. 6A, in which the directional control valve 22 is operated in the opposite direction to that of FIG. 6A, and the hydraulic pump 21 supplies hydraulic oil to the hydraulic cylinder b through the line C. Supply to the chamber and through the (ki) line to hydraulic cylinder a
The hydraulic oil in the chamber is returned to the oil tank 20, and the hydraulic cylinder is forcibly extended to raise the gate.
【0014】図7〜図10はゲートの自動起立、並びに
起立保持作動を示す。図7はゲートが倒伏している状態
を示す。図8は下流側水位が上昇し、扉体に浮力が発
生、ゲートが起立している状態を示す。このときの油圧
回路は図4に示した油圧回路で、下流側水位の上昇によ
りゲートに浮力、及び水圧が回転モーメントとして作用
し、自動的に起立する。図9はゲートが起立完了した状
態を示す。起立上限ストッパーにより、扉体1がこれ以
上回転できない構造となっている。図10は図9の状態
から、上流側に河川水が貯まり、下流側の水位が下降し
た状態を示す。図4に示す油圧回路により、下流側水位
が下降しても、油圧シリンダーが縮むことができないた
め、ゲートは倒伏せず、起立状態を保持する。FIGS. 7 to 10 show the automatic raising and raising operation of the gate. FIG. 7 shows a state in which the gate is lying down. FIG. 8 shows a state where the downstream water level rises, buoyancy is generated in the door, and the gate stands up. The hydraulic circuit at this time is the hydraulic circuit shown in FIG. 4, and buoyancy and water pressure act as a rotational moment on the gate due to the rise of the downstream water level, and the hydraulic circuit automatically stands up. FIG. 9 shows a state in which the gate has been completely raised. Due to the standing upper limit stopper, the door body 1 cannot rotate any further. FIG. 10 shows a state in which river water is accumulated on the upstream side and the water level on the downstream side is lowered from the state of FIG. The hydraulic circuit shown in FIG. 4 prevents the hydraulic cylinder from contracting even when the water level on the downstream side is lowered, so that the gate does not fall and the standing state is maintained.
【0015】図11は、ゲートの自動倒伏、並びに強制
倒伏の作動状況を示す。図11(a)はゲートが起立
し、上流側に貯水している状態である。この状態より上
流水位が上昇すると、導水管18を通った上流水がフロ
ート27を浮上させ、これにより逆止め弁26を開放
し、図5に示した油圧回路のとおりゲートは自動倒伏す
る。図11(b)は、油圧回路が図5の倒伏状態にあり
ながらも、上下流側水位による水圧バランスでゲートが
完全倒伏できない状態を示す。この状態では扉体が河川
の排水断面を阻害した状態となり、流下塵芥等が扉体に
絡まる等して、河川の円滑な排水機能を阻害する危険性
がある。従って、図11(c)に示すように、図6
(a)に示す油圧回路を利用し、強制的に扉体を河床に
倒伏させる。なお、ゲートの自動開閉は、予めプログラ
ムされた満潮、干潮などの時刻に合わせて行うようにす
ることができる。FIG. 11 shows the operating states of automatic laying down of the gate and forced laying down. FIG. 11A shows a state in which the gate stands up and water is stored upstream. When the upstream water level rises from this state, the upstream water that has passed through the water conduit 18 floats the float 27, which opens the check valve 26, and the gate automatically falls as in the hydraulic circuit shown in FIG. FIG. 11B shows a state in which the hydraulic circuit is in the laid state of FIG. 5, but the gate cannot be completely laid down due to the water pressure balance due to the upstream and downstream water levels. In this state, the door body is in a state of obstructing the drainage cross section of the river, and there is a risk that the debris and the like will be entangled with the door body and thus the smooth drainage function of the river will be obstructed. Therefore, as shown in FIG.
Using the hydraulic circuit shown in (a), the door body is forced to lie on the riverbed. The automatic opening and closing of the gate can be performed in accordance with pre-programmed times such as high tide and low tide.
【0016】[0016]
【発明の効果】以上説明したように、本発明によれば、
下流側水位が上昇することで、あるいは予めプログラム
された時間に、自動的に、且つ無動力で起立し、またそ
の起立状態を任意操作なしで保持しうる機能を持つと同
時に、河川増水時、任意の操作により強制的に扉体を河
床に倒伏させ、河川の流下断面阻害を起こさない自動作
動起伏式ゲートを提供することができる。As described above, according to the present invention,
When the downstream water level rises, or at a pre-programmed time, it stands up automatically and unpowered, and it has the function of maintaining its standing state without any operation. It is possible to provide an automatically operated undulating gate that does not obstruct the flow section of a river by forcibly causing the door to fall down on the riverbed by an arbitrary operation.
【図1】 本発明自動作動起伏式ゲートの概要図であ
り、(a)は水路部側断面図、(b)は作動装置室内の
断面図である。FIG. 1 is a schematic view of an automatic operation undulating gate of the present invention, in which (a) is a sectional view of a water channel side and (b) is a sectional view of an inside of an operating device chamber.
【図2】 本発明自動作動起伏式ゲートの下流側より見
た正面図である。FIG. 2 is a front view seen from the downstream side of the automatic operation undulating gate of the present invention.
【図3】 本発明の実施例の油圧回路図である。FIG. 3 is a hydraulic circuit diagram of an embodiment of the present invention.
【図4】 本発明の実施例の油圧回路図である。FIG. 4 is a hydraulic circuit diagram of an embodiment of the present invention.
【図5】 本発明の実施例の油圧回路図である。FIG. 5 is a hydraulic circuit diagram of an embodiment of the present invention.
【図6】 本発明の実施例の油圧回路図である。FIG. 6 is a hydraulic circuit diagram of an embodiment of the present invention.
【図7】 ゲートの自動起立及び起立保持作動を示す説
明図である。FIG. 7 is an explanatory diagram showing an automatic standing up operation and a standing up holding operation of the gate.
【図8】 ゲートの自動起立及び起立保持作動を示す説
明図である。FIG. 8 is an explanatory diagram showing an automatic standing and standing standing operation of the gate.
【図9】 ゲートの自動起立及び起立保持作動を示す説
明図である。FIG. 9 is an explanatory view showing an automatic standing up operation and a standing up holding operation of the gate.
【図10】 ゲートの自動起立及び起立保持作動を示す
説明図である。FIG. 10 is an explanatory diagram showing an automatic standing up operation and an upright holding operation of the gate.
【図11】 ゲートの自動倒伏、並びに強制倒伏の作動
状況を示す説明図である。FIG. 11 is an explanatory diagram showing the operating states of automatic laying down of the gate and forced laying down.
【図12】 従来の浮体式起伏型ゲートの一般図を示す
説明図である。FIG. 12 is an explanatory view showing a general view of a conventional floating type undulating gate.
【図13】 従来の浮体式起伏型ゲートの一般図を示す
説明図である。FIG. 13 is an explanatory view showing a general view of a conventional floating type undulating gate.
【図14】 従来の浮体式起伏型ゲートの一般図を示す
説明図である。FIG. 14 is an explanatory view showing a general view of a conventional floating type undulating gate.
【図15】 従来の浮体式起伏型ゲートの一般図を示す
説明図である。FIG. 15 is an explanatory view showing a general view of a conventional floating type undulating gate.
【符号の説明】
1 浮体式起伏型扉体、2 支承金物、3 駆動軸、4
トルクアーム、5 軸受金物、6 両ロッド式油圧シ
リンダー、7 ロッド先端金物、8 トラニオン式油圧
シリンダー架台、9 側部戸当金物、10 底部金物、
11 側部水密ゴム、12 底部水密ゴム、13 駆動
軸部水密装置、14 起立上限ストッパー、15 作動
装置室、16 油圧操作装置、17 自動転倒装置、1
8 導水管、19 導水管スクリーン、20 油タン
ク、21 油ポンプ、22 3位置4接続方向制御弁、
23 2ポート2位置切換弁、24,25 逆止め弁
(インラインチェック弁)、26 手動切換逆止弁、2
7 フロート装置、28 リリーフ弁、29 圧力計、
30 ストップ弁、31 ラインフィルター、32 ス
トレーナー[Explanation of symbols] 1 floating body type undulating door body, 2 bearing hardware, 3 drive shaft, 4
Torque arm, 5 bearing hardware, 6 double rod hydraulic cylinder, 7 rod tip hardware, 8 trunnion hydraulic cylinder mount, 9 side door fittings, 10 bottom hardware,
11 side watertight rubber, 12 bottom watertight rubber, 13 drive shaft watertight device, 14 standing upper limit stopper, 15 actuator chamber, 16 hydraulic operating device, 17 automatic tipping device, 1
8 water conduit, 19 water conduit screen, 20 oil tank, 21 oil pump, 22 3 position 4 connection direction control valve,
23 2-port 2-position switching valve, 24, 25 check valve (in-line check valve), 26 manual switching check valve, 2
7 float device, 28 relief valve, 29 pressure gauge,
30 stop valves, 31 line filters, 32 strainers
Claims (3)
下流側水位の上昇に伴い扉体に発生する浮力を利用して
ゲートを起立させ、潮の遡上等ゲート下流水が上流側へ
進入することを防止し、且つ、別途油圧シリンダー等を
利用して起立状態を保持し上流水を貯水することを目的
として設置される浮体式起伏型ゲート設備において、 水路側部に設けた作動装置室内に、扉体回転作動用駆動
軸に取り付けられたトルクアームに、両ロッド式油圧シ
リンダーを取り付け、通常起立方向への作動のみを自由
に行えるように逆止め弁を有する油圧回路を設定するこ
とにより、下流側水位の上昇による扉体の起立動作は自
由に行い、そのまま起立した状態を保持して上流側に貯
水することを可能とした自動作動起伏式ゲート。1. It is installed across a river such as a tidal section,
The buoyancy generated in the door body with the rise of the downstream water level is used to erect the gate to prevent water downstream from the gate from entering the upstream side, such as when the tide goes up, and a separate hydraulic cylinder is used. In the floating undulating gate facility installed for the purpose of maintaining the standing state and storing the upstream water, the torque arm attached to the drive shaft for rotating the door body is installed in the actuator chamber installed on the side of the water channel. A double-rod hydraulic cylinder is attached to the valve, and a hydraulic circuit with a check valve is set so that it can only normally operate in the standing direction, allowing the door to stand freely due to the rise in the downstream water level. Automatically operated up-and-down type gate that is capable of holding the standing state and storing water upstream.
が所定レベル以上になったとき、あるいは予めプログラ
ムされた時間に作動して起立状態の前記扉体を傾斜状態
に開門するための手段を設けたことを特徴とする請求項
1記載の自動作動起伏式ゲート。2. A check valve of the hydraulic circuit for opening the door body in an upright state when the water level on the downstream side exceeds a predetermined level or at a preprogrammed time to open the door body in an inclined state. The automatically actuated undulating gate according to claim 1, further comprising means.
て起立状態の前記扉体を傾斜状態に開門するための手段
を設けたことを特徴とする請求項1記載の自動作動起伏
式ゲート。3. The automatically actuated up and down gate according to claim 1, wherein the hydraulic circuit is provided with means for manually operating to open the upright door body in a tilted state.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21309198A JP3463980B2 (en) | 1998-07-28 | 1998-07-28 | Automatically undulating gate |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21309198A JP3463980B2 (en) | 1998-07-28 | 1998-07-28 | Automatically undulating gate |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000045254A JP2000045254A (en) | 2000-02-15 |
JP3463980B2 true JP3463980B2 (en) | 2003-11-05 |
Family
ID=16633422
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21309198A Expired - Lifetime JP3463980B2 (en) | 1998-07-28 | 1998-07-28 | Automatically undulating gate |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3463980B2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100845142B1 (en) | 2008-04-22 | 2008-07-10 | 보은군 | Non-powered gravity automatic sluice |
KR100926134B1 (en) | 2009-06-08 | 2009-11-11 | (주) 삼보하이드로테크 | Automatic electric control device for water gate using float device |
JP6431401B2 (en) * | 2015-02-19 | 2018-11-28 | 日立造船株式会社 | Tsunami run-up prevention gate to river |
CN108149647A (en) * | 2017-12-28 | 2018-06-12 | 陕西阳程机电科技有限公司 | A kind of hydraulic pressure landscape lifting gate and its application method |
-
1998
- 1998-07-28 JP JP21309198A patent/JP3463980B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JP2000045254A (en) | 2000-02-15 |
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